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Sample records for 29th street pier

  1. 27. GRAIN TERMINAL/COLUMBIA STREET PIER/ALTERATIONS AND REPAIRS TO PIER SHED: ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    27. GRAIN TERMINAL/COLUMBIA STREET PIER/ALTERATIONS AND REPAIRS TO PIER SHED: OFFICE AND ROOF DETAILS (Drawing 1 of 7) - New York Barge Canal, Gowanus Bay Terminal Pier, East of bulkhead supporting Columbia Street, Brooklyn, Kings County, NY

  2. 29. GRAIN TERMINAL/COLUMBIA STREET PIER/ALTERATIONS AND REPAIRS TO PIER SHED: ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    29. GRAIN TERMINAL/COLUMBIA STREET PIER/ALTERATIONS AND REPAIRS TO PIER SHED: PARTITION FRAMING AND DETAILS (Drawing 3 of 7) - New York Barge Canal, Gowanus Bay Terminal Pier, East of bulkhead supporting Columbia Street, Brooklyn, Kings County, NY

  3. 28. GRAIN TERMINAL/COLUMBIA STREET PIER/ALTERATIONS AND REPAIRS TO PIER SHED: ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    28. GRAIN TERMINAL/COLUMBIA STREET PIER/ALTERATIONS AND REPAIRS TO PIER SHED: WARM AREA - PLAN AND RETAILS (Drawing 2 of 7) - New York Barge Canal, Gowanus Bay Terminal Pier, East of bulkhead supporting Columbia Street, Brooklyn, Kings County, NY

  4. 5. West side of Fourth Street; concrete abutment pier and ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. West side of Fourth Street; concrete abutment pier and crib work, June 29, 1931. Photographer: unknown - Marquette Ore Dock No. 6, Approach, Between Fifth & Lake Streets, Marquette, Marquette County, MI

  5. 77. VIEW SHOWING CONDITION OF OLD M STREET BRIDGE PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    77. VIEW SHOWING CONDITION OF OLD M STREET BRIDGE PIER 1 DOLPHIN, LOOKING SOUTHEAST, March 1, 1935. (Steamer Delta King is moored at River Lines Terminal.) - Sacramento River Bridge, Spanning Sacramento River at California State Highway 275, Sacramento, Sacramento County, CA

  6. 110. PLAN AND ELEVATION OF HUNTINGTON BEACH MUNICIPAL PIER: PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    110. PLAN AND ELEVATION OF HUNTINGTON BEACH MUNICIPAL PIER: PIER APPROACH TO MID-SECTION Sheet 1 of 9 (#3252) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  7. 111. PLAN AND ELEVATION OF HUNTINGTON BEACH MUNICIPAL PIER: PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    111. PLAN AND ELEVATION OF HUNTINGTON BEACH MUNICIPAL PIER: PIER MID-SECTION TO END Sheet 2 of 9 (#3253) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  8. 61. VIEW EAST, THREE COLUMN CONCRETE PIER (PIER 82) WITH ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    61. VIEW EAST, THREE COLUMN CONCRETE PIER (PIER 82) WITH BEARINGS - Route 1 Extension, Southbound Viaduct, Spanning Conrail Yards, Wilson Avenue, Delancy Street, & South Street on Routes 1 & 9 Southbound, Newark, Essex County, NJ

  9. 26. DETAIL VIEW OF 1903 GIRDERS ON PIERS, SHOWING PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    26. DETAIL VIEW OF 1903 GIRDERS ON PIERS, SHOWING PIER PEDESTAL AND CAP, CANTILEVERED SIDEWALK AND GIRDER WEBS, LOOKING EAST - Sixth Street Viaduct, Spanning Burlington Northern Railroad & Valley Street, Burlington, Des Moines County, IA

  10. 7. VIEW SOUTH FROM HEAD OF PIER NEAR E. PRATT ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. VIEW SOUTH FROM HEAD OF PIER NEAR E. PRATT STREET SHOWING SURFACE PARKING - Baltimore Inner Harbor, Pier 5, South of Pratt Street between Market Place & Concord Street, Baltimore, Independent City, MD

  11. 8. TYPICAL STIFF TOWER PIER (PIER P5), FROM EAST, SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. TYPICAL STIFF TOWER PIER (PIER P5), FROM EAST, SHOWING STRUCTURAL CONFIGURATION, INCLUDING CANTILEVERED BEAMS SUPPORTING SIDEWALK, AND MATCHING ORNAMENTAL DETAILS OF PARAPET - Fifth Street Viaduct, Spanning Bacon's Quarter Branch Valley on Fifth Street, Richmond, Independent City, VA

  12. 31. VIEW OF SOUTHSIDE OF PIER, LOOKING SOUTHWEST, SHOWING PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    31. VIEW OF SOUTHSIDE OF PIER, LOOKING SOUTHWEST, SHOWING PIER SECTION FROM BENT 10-5 AND BIKE PATH IN FOREGROUND. NOTE: THE NETS TO CATCH FALLING CONCRETE - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  13. 3. PIER 4, EASTERNMOST PORTION OF SOUTH SIDE, FROM THIRD ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    3. PIER 4, EASTERNMOST PORTION OF SOUTH SIDE, FROM THIRD STREET, LOOKING NORTHWEST, WITH BOW OF USS METEOR IN UPPER LEFT-HAND CORNER. - Oakland Naval Supply Center, Piers 4 & 5, Piers 4 & 5, Oakland, Alameda County, CA

  14. 120. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    120. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF EXISTING PIER Sheet 2 of 11 (#3274) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  15. 8. GROUND VIEW OF PIER, LOOKING SOUTH FROM BEACH; SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. GROUND VIEW OF PIER, LOOKING SOUTH FROM BEACH; SHOWING 17TH BENT TO END; NEPTUNE'S GALLEY TO END OF PIER - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  16. 45. VIEW OF STAIRWAY UP FROM BEACH TO PIER APPROACH, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    45. VIEW OF STAIRWAY UP FROM BEACH TO PIER APPROACH, NORTHWEST SIDE OF PIER, LOOKING NORTHEAST - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  17. 121. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    121. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF EXISTING PIER Sheet 3 of 11 (#3275) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  18. 10. GROUND VIEW OF PIER, LOOKING SOUTH FROM BEACH; SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. GROUND VIEW OF PIER, LOOKING SOUTH FROM BEACH; SHOWING (LEFT-RIGHT) CAPTAIN'S GALLEY'S GALLEY TO END OF PIER - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  19. 101. DETAIL OF BALUSTRADE ON NORTHWEST SIDE OF PIER APPROACH, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    101. DETAIL OF BALUSTRADE ON NORTHWEST SIDE OF PIER APPROACH, LOOKING SOUTHWEST; 'MUNICIPAL PIER 1914' DATESTONE (LEFT), 'HUNTINGTON BEACH' STONE (RIGHT) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  20. 122. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    122. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LAYOUT OF EXTENSION TO PIER Sheet 4 of 11 (#3276) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  1. 96. VIEW OF DECK OF PIER EXTENSION, LOOKING NORTHEAST FROM ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    96. VIEW OF DECK OF PIER EXTENSION, LOOKING NORTHEAST FROM END OF PIER. BUILDINGS ON 3RD TEE ARE IN THE BACKGROUND - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  2. Detail, center pier, showing rigidlyfixed arch ribs, starpattern balustrade, and ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail, center pier, showing rigidly-fixed arch ribs, star-pattern balustrade, and simple ornamentation including molded treatment of concrete, pyramidal pier cap, and stylized pilaster - Horner Street Bridge, Horner Street over Stonycreek River, Johnstown, Cambria County, PA

  3. 3. AERIAL VIEW OF PIER, LOOKING SOUTHWEST, WITH INTERSECTION OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    3. AERIAL VIEW OF PIER, LOOKING SOUTHWEST, WITH INTERSECTION OF PACIFIC COAST HIGHWAY AND MAIN STREET IN FOREGROUND - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  4. 4. VIEW FROM SOUTHWEST SHOWING WEST SIDE OF PIER AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    4. VIEW FROM SOUTHWEST SHOWING WEST SIDE OF PIER AND PEDESTRIAN BRIDGE CONNECTING MARINE MAMMAL PAVILION WITH BALTIMORE AQUARIUM - Baltimore Inner Harbor, Pier 4, South side of Pratt Street between Frederick Street & Market Place, Baltimore, Independent City, MD

  5. 20. VIEW WEST, CONCRETE TO STEEL TRANSITION AT PIER NUMBER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    20. VIEW WEST, CONCRETE TO STEEL TRANSITION AT PIER NUMBER 116 WITH PIER NUMBER 117 BEHIND - Route 1 Extension, South Street Viaduct, Spanning Conrail & Wheeler Point Road at South Street, Newark, Essex County, NJ

  6. 77 FR 20361 - Takes of Marine Mammals Incidental to Specified Activities; Pier 36/Brannan Street Wharf Project...

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-04-04

    ...In accordance with the Marine Mammal Protection Act (MMPA) implementing regulations, notification is hereby given that NMFS has issued an Incidental Harassment Authorization (IHA) to the Port of San Francisco (Port), allowing the take of small numbers of marine mammals, by Level B harassment only, incidental to pile driving during construction of the Brannan Street...

  7. Looking northeast over Piers 22 and 23 toward Mare Island ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Looking northeast over Piers 22 and 23 toward Mare Island Strait and the City of Vallejo - Mare Island Naval Shipyard, Finger Piers 22 & 23, Railroad Avenue near Eighteenth Street, Vallejo, Solano County, CA

  8. Central part of Pier 22, southwest part, showing the northwest ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Central part of Pier 22, southwest part, showing the northwest side of the Shore Power Supply Electric Distribution Center (Building 734) - Mare Island Naval Shipyard, Finger Piers 22 & 23, Railroad Avenue near Eighteenth Street, Vallejo, Solano County, CA

  9. Northeast end of Pier 22, looking southeast, the partially built ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Northeast end of Pier 22, looking southeast, the partially built towers of the new Carquinez Straits Bridge are visible in the distance - Mare Island Naval Shipyard, Finger Piers 22 & 23, Railroad Avenue near Eighteenth Street, Vallejo, Solano County, CA

  10. Central part of Pier 22, showing the southeast side of ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Central part of Pier 22, showing the southeast side of the Shore Power Supply Electric Distribution Center (Building 734) - Mare Island Naval Shipyard, Finger Piers 22 & 23, Railroad Avenue near Eighteenth Street, Vallejo, Solano County, CA

  11. Looking southeast towards the shore end of Pier 22, the ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Looking southeast towards the shore end of Pier 22, the seawall is visible at the right edge of the photograph - Mare Island Naval Shipyard, Finger Piers 22 & 23, Railroad Avenue near Eighteenth Street, Vallejo, Solano County, CA

  12. 34. BARGE LOADING PIER, DETAIL SHOWING CABLE CAR TRACKS, CABLE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    34. BARGE LOADING PIER, DETAIL SHOWING CABLE CAR TRACKS, CABLE CARS AND WALKWAYS. LOOKING TOWARD THE EAST END FROM THE WEST END - Pennsylvania Railroad, Canton Coal Pier, Clinton Street at Keith Avenue (Canton area), Baltimore, Independent City, MD

  13. 99. VIEW OF NORTHWEST SIDE OF PIER, LOOKING EAST FROM ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    99. VIEW OF NORTHWEST SIDE OF PIER, LOOKING EAST FROM STORM-DAMAGED END. 3RD TEE BUILDINGS IN BACKGROUND - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  14. WEST PIER OF NORTH GATE (490 NORTH & 900 EAST), ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    WEST PIER OF NORTH GATE (490 NORTH & 900 EAST), SALT LAKE CITY, UT. VIEW LOOKING SOUTH AT THE WEST PIER OF THE CEMETERY'S NORTH GATE. - Salt Lake City Cemetery, 200 N Street, Salt Lake City, Salt Lake County, UT

  15. View of yacht club and avila pier, facing west. The ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    View of yacht club and avila pier, facing west. The San Luis Bay Club is visible on the hill in the background. - San Luis Yacht Club, Avila Pier, South of Front Street, Avila Beach, San Luis Obispo County, CA

  16. 16. SEMIPORTAL CRANES ON WEST SIDE OF TERMINAL PIER, LOOKING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. SEMI-PORTAL CRANES ON WEST SIDE OF TERMINAL PIER, LOOKING SOUTHWEST. c. 1949. (Original negative GT-801) - New York Barge Canal, Gowanus Bay Terminal Pier, East of bulkhead supporting Columbia Street, Brooklyn, Kings County, NY

  17. 19. OUTSHORE THIRD OF PIER INTERIOR IN USE, LOOKING SOUTHWEST ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    19. OUTSHORE THIRD OF PIER INTERIOR IN USE, LOOKING SOUTHWEST January 7, 1954. (Original negative GT-1222) - New York Barge Canal, Gowanus Bay Terminal Pier, East of bulkhead supporting Columbia Street, Brooklyn, Kings County, NY

  18. 124. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: RAMP DETAILS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    124. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: RAMP DETAILS Sheet 6 of 11 (#3278) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  19. 7. GROUND VIEW OF PIER, LOOKING EAST FROM BEACH; SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. GROUND VIEW OF PIER, LOOKING EAST FROM BEACH; SHOWING 27TH BENT LANDWARD TO MAXWELL'S RESTAURANT, NEPTUNE'S GALLEY (RIGHT OF CENTER) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  20. 126. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: EXTENSION DETAILS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    126. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: EXTENSION DETAILS Sheet 7 of 11 (#3280) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  1. 127. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: FRAMING DETAILS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    127. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: FRAMING DETAILS Sheet 8 of 11 (#3281) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  2. 125. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: MODIFIED RAMP ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    125. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: MODIFIED RAMP DETAILS Sheet 6A of 11 (#3279) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  3. 128. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: BOAT LANDING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    128. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: BOAT LANDING DETAILS Sheet 9 of 11 (#3282) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  4. 104. VIEW OF NORTHWEST SIDE OF PIER TAKEN FROM BEACH, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    104. VIEW OF NORTHWEST SIDE OF PIER TAKEN FROM BEACH, LOOKING SOUTH. BANDSHELL IS AT RIGHT Photograph #1574-HB. Photographer unknown, c. 1914 - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  5. 123. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: REPAIR DETAILS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    123. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: REPAIR DETAILS Sheet 5 of 11 (#3277) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  6. 47. VIEW OF PIER DECK, LOOKING SOUTHWEST FROM GATE, SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    47. VIEW OF PIER DECK, LOOKING SOUTHWEST FROM GATE, SHOWING CAPTAIN'S GALLEY (LEFT) AND NEPTUNE'S LOCKER (RIGHT) IN CENTER - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  7. 24. GROUND VIEW OF PIER, LOOKING SOUTHEAST, SHOWING (LEFTRIGHT) BENTS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    24. GROUND VIEW OF PIER, LOOKING SOUTHEAST, SHOWING (LEFT-RIGHT) BENTS 10-19, NEPTUNE'S LOCKER (RIGHT), WITH CAPTAIN'S GALLEY BEHIND - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  8. 26. GROUND VIEW OF PIER, LOOKING SOUTHEAST, SHOWING (LEFTRIGHT) BENTS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    26. GROUND VIEW OF PIER, LOOKING SOUTHEAST, SHOWING (LEFT-RIGHT) BENTS 18-23 NEPTUNE'S LOCKER (RIGHT), WITH CAPTAIN'S GALLEY BEHIND - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  9. 48. VIEW OF PIER DECK, TAKEN FROM HALFWAY BETWEEN APPPROACH ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    48. VIEW OF PIER DECK, TAKEN FROM HALFWAY BETWEEN APPPROACH AND 1ST TEE, LOOKING SOUTHWEST, SHOWING CAPTAIN'S GALLEY (LEFT) AND NEPTUNE'S LOCKER (RIGHT) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  10. 25. GROUND VIEW OF PIER, LOOKING SOUTHEAST, SHOWING (LEFTRIGHT) BENTS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    25. GROUND VIEW OF PIER, LOOKING SOUTHEAST, SHOWING (LEFT-RIGHT) BENTS 16-25, NEPTUNE'S LOCKER (LEFT), WITH CAPTAIN'S GALLEY BEHIND - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  11. 130. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LIGHTING DETAILS. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    130. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LIGHTING DETAILS. Sheet 11 of 11 (#3284) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  12. 129. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LIGHTING DIAGRAM. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    129. PLAN OF IMPROVEMENT, HUNTINGTON BEACH MUNICIPAL PIER: LIGHTING DIAGRAM. Sheet lO of 11 (#3283) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  13. 97. VIEW OF PIER EXTENSION WITH RAMP IN FOREGROUND AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    97. VIEW OF PIER EXTENSION WITH RAMP IN FOREGROUND AND 4TH TEE IN BACKGROUND, LOOKING SOUTHWEST FROM 3RD TEE - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  14. 12. OFFSHORE VIEW OF PIER, LOOKING EAST, SHOWING LIFEGUARD TOWER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. OFFSHORE VIEW OF PIER, LOOKING EAST, SHOWING LIFEGUARD TOWER AND 2ND TEE (CENTER), REFUGE BAY (RIGHT) - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  15. 77. VIEW OF PIER DECK, TAKEN FROM LIFEGUARD TOWER, LOOKING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    77. VIEW OF PIER DECK, TAKEN FROM LIFEGUARD TOWER, LOOKING SOUTHEAST, SHOWING REFUGE BAY AND 3RD TEE BUILDINGS IN BACKGROUND - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  16. 14. OFFSHORE VIEW OF PIER, LOOKING SOUTHEAST, SHOWING (LEFTRIGHT) PUMPHOUSE, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. OFFSHORE VIEW OF PIER, LOOKING SOUTHEAST, SHOWING (LEFT-RIGHT) PUMPHOUSE, TACKLE BOX, RESTROOMS ON 3RD TEE - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  17. The 29th Aerospace Mechanisms Symposium

    NASA Technical Reports Server (NTRS)

    Schneider, William C. (Editor)

    1995-01-01

    The proceedings of the 29th Aerospace Mechanisms Symposium, which was hosted by NASA Johnson Space Center and held at the South Shore Harbour Conference Facility on May 17-19, 1995, are reported. Technological areas covered include actuators, aerospace mechanism applications for ground support equipment, lubricants, pointing mechanisms joints, bearings, release devices, booms, robotic mechanisms, and other mechanisms for spacecraft.

  18. 7. STONE PIER OF ORIGINAL WATERWHEEL INSTALLATION DOWNSTREAM FROM MILL ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. STONE PIER OF ORIGINAL WATERWHEEL INSTALLATION DOWNSTREAM FROM MILL William E. Barrett, photographer, 1973 (copy negative) - Thomas Shepherd's Grist Mill, High Street Vicinity, Shepherdstown, Jefferson County, WV

  19. 108. AERIAL VIEW OF PIER, LOOKING EASTNORTHEAST. SUN PARLOR ON ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    108. AERIAL VIEW OF PIER, LOOKING EAST-NORTHEAST. SUN PARLOR ON 3TH TEE OF PIER EXTENSION VISIBLE RIGHT OF CENTER Photographer unknown, c. 1931 - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  20. 103. VIEW OF BEACH STRUCTURES ON NORTHWEST SIDE OF PIER, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    103. VIEW OF BEACH STRUCTURES ON NORTHWEST SIDE OF PIER, LOOKING SOUTHEAST; PACIFIC ELECTRIC RAILWAY CAR (UPPER LEFT), CONCESSION STANDS (LOWER LEFT), BANDSHELL (RIGHT), AND PIER IN BACKGROUND Photograph #5352-HB. Photographer unknown, c. 1914 - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  1. 107. VIEW OF BEACH DEVELOPMENT ON NORTHWEST SIDE OF PIER, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    107. VIEW OF BEACH DEVELOPMENT ON NORTHWEST SIDE OF PIER, LOOKING SOUTH-SOUTHEAST. SECTION OF PIER IS IN BACKGROUND Photograph #1579-HB. Photographer unknown, c. 1930-31 prior to replacement of original light standards in 1930-31 - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  2. 2. EAST ABUTMENT RIVER PIER LOOKING AT BASCULE TRUSS LIVE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    2. EAST ABUTMENT RIVER PIER LOOKING AT BASCULE TRUSS LIVE LOAD SUPPORT COLUMN. - Chicago River Bascule Bridge, Monroe Street, Spanning South Branch of Chicago River at Monroe Street, Chicago, Cook County, IL

  3. 9. DETAIL OF EAST PIER OF BRIDGE, SHOWING STEEL TIE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. DETAIL OF EAST PIER OF BRIDGE, SHOWING STEEL TIE BARS INSERTED TO STABILIZE CRACKS. - Pennsylvania Railroad, 52nd Street Bridge, North Fifty-second Street at Lancaster Avenue, Philadelphia, Philadelphia County, PA

  4. Oblique view of Pier N1, Dry Dock No. 1 Caisson ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Oblique view of Pier N-1, Dry Dock No. 1 Caisson on left, Pier GD-1 on right, Crane P-77 beyond, taken from Pier B-1 - U.S. Naval Base, Pearl Harbor, Dry Dock No. 1, Approach Pier & Caisson Docking Wharf, Ocean end of Fifth Street between Dry Dock Nos. 1 & 2, Pearl City, Honolulu County, HI

  5. 7. CONNECTION PIER #4 TO PRATT ST. BULKHEAD WITH HANDWRITTEN ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. CONNECTION PIER #4 TO PRATT ST. BULKHEAD WITH HANDWRITTEN CONSTRUCTION CONTRACT BETWEEN O.F. LACKEY AND SANFORD & BROOKS CO, DWG. 144, 1" = 1', MADE BY H.S. - Baltimore Inner Harbor, Pier 4, South side of Pratt Street between Frederick Street & Market Place, Baltimore, Independent City, MD

  6. 6. FOUNDATION PLAN OF HARBOR MASTER'S BUILDING ON PIER #4, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. FOUNDATION PLAN OF HARBOR MASTER'S BUILDING ON PIER #4, DWG. NO. 185, 3/8" = 1'0", MADE BY J.L.R. - Baltimore Inner Harbor, Pier 4, South side of Pratt Street between Frederick Street & Market Place, Baltimore, Independent City, MD

  7. 15. OFFSHORE VIEW OF PIER, LOOKING EASTNORTHEAST, 3RD TEE, SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    15. OFFSHORE VIEW OF PIER, LOOKING EAST-NORTHEAST, 3RD TEE, SHOWING RESTROOMS IN FOREGROUND WITH PUMPHOUSE AND TACKLE BOX BEHIND - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  8. 13. PRATT STREET BULKHEAD: SECTIONS 2, 3, 4, 5, AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. PRATT STREET BULKHEAD: SECTIONS 2, 3, 4, 5, AND 6, DRAWER 10, PLAN NO. 1, 1 IN. = 15 FT. AND 1/2 IN. = 1 FT., APRIL 25, 1906, DRAWING SHOWS DESIGN FOR PRATT STREET BULKHEAD BETWEEN PIERS - Baltimore Inner Harbor, Pier 5, South of Pratt Street between Market Place & Concord Street, Baltimore, Independent City, MD

  9. 14. VIEW, LOOKING SOUTHWEST, OF 'NAVY PIER' SURROUNDED BY BARGES, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. VIEW, LOOKING SOUTHWEST, OF 'NAVY PIER' SURROUNDED BY BARGES, AND SHIP LOADING GRAIN AT OUTSHORE HALF OF TERMINAL PIER UNDER CARGO MASTS AND GRAIN GALLERY D, July 7, 1922 (Original negative destroyed, print in Barge Canal Construction Photographs, Box 12, Series 501, Accession No.336-85) - New York Barge Canal, Gowanus Bay Terminal Pier, East of bulkhead supporting Columbia Street, Brooklyn, Kings County, NY

  10. 109. VIEW OF SOUTHEAST SIDE OF PIER TAKEN FROM BEACH, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    109. VIEW OF SOUTHEAST SIDE OF PIER TAKEN FROM BEACH, LOOKING WEST. VIEW SHOWS ART DECO BUILDINGS ADDED IN 1931 AND 5TH TEE ADDED IN 1940 Photograph #5369-HB. Photographer unknown, c. 1945, based on clothing of sunbathers; view probably taken in mid-1945 after the U.S. Army vacated the pier and it was reopened to the public. - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  11. 34. Photographic copy of original construction plan (Wabasha Street Bridge, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    34. Photographic copy of original construction plan (Wabasha Street Bridge, Cantilever Span 1888); web details of cantilever arm connecting first span to first pier - Wabasha Street Bridge, Spanning Mississippi River at Wabasha Street, Saint Paul, Ramsey County, MN

  12. Looking northeast from shore along the length of Pier 22 ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Looking northeast from shore along the length of Pier 22 with a view of rigging platforms and Shore Power Supply Electric Distribution Center (Building 734) in the distance - Mare Island Naval Shipyard, Finger Piers 22 & 23, Railroad Avenue near Eighteenth Street, Vallejo, Solano County, CA

  13. View of the yacht club from avila pier, facing west ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    View of the yacht club from avila pier, facing west northwest. The main entry is to the right and the more recent deck addition is to the left. - San Luis Yacht Club, Avila Pier, South of Front Street, Avila Beach, San Luis Obispo County, CA

  14. 13. TWOSHOT PANORAMIC VIEW OF EAST TERMINAL PIER, GRAIN ELEVATOR, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. TWO-SHOT PANORAMIC VIEW OF EAST TERMINAL PIER, GRAIN ELEVATOR, AND GRAIN GALLERIES AT OFFICIAL OPENING OF TERMINAL, September l, 1922 (Original negative destroyed; print in Barge Canal Construction Photographs, Box 12, Series 501, Accession No. 336-85) - New York Barge Canal, Gowanus Bay Terminal Pier, East of bulkhead supporting Columbia Street, Brooklyn, Kings County, NY

  15. 17. OUTSHORE TWOTHIRDS OF NEWLYCOMPLETED TERMINAL PIER INTERIOR, LOOKING SOUTHWEST, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    17. OUTSHORE TWO-THIRDS OF NEWLY-COMPLETED TERMINAL PIER INTERIOR, LOOKING SOUTHWEST, October 17, 1921. (Original negative destroyed; print in Barge Canal Construction Photographs, Box 12, Series 501, Accession No. 336-85, New York State Archives)) - New York Barge Canal, Gowanus Bay Terminal Pier, East of bulkhead supporting Columbia Street, Brooklyn, Kings County, NY

  16. 106. VIEW OF NORTHWEST SIDE OF PIER, LOOKING SOUTH FROM ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    106. VIEW OF NORTHWEST SIDE OF PIER, LOOKING SOUTH FROM BEACH. PRE-1930-31 EXTENSION AND ADDITION OF BUILDINGS AND PUMPHOUSE ARE VISIBLE AT FAR RIGHT Photograph #1787-HB. Photographer unknown, c. 1930 - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  17. 1. View of Pier G (center photo, on the water ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    1. View of Pier G (center photo, on the water line) taken from the foot of Washington Street. The view is of the southeastern, northeastern, and northern sides of the structure. - Lehigh Valley Railroad, Pier G, Jersey City, Hudson County, NJ

  18. 30. VIEW OF SOUTHEAST SIDE OF PIER FROM LIFEGUARD TOWER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    30. VIEW OF SOUTHEAST SIDE OF PIER FROM LIFEGUARD TOWER ON 2ND TEE, LOOKING SOUTHWEST, SHOWING TACKLE BOX AND PUMPHOUSE IN BACKGROUND, REFUGE BAY IS LEFT OF CENTER - Huntington Beach Municipal Pier, Pacific Coast Highway at Main Street, Huntington Beach, Orange County, CA

  19. 52. VIEW SHOWING RAILROAD CRANEMOUNTED PILE DRIVER WORKING ON PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    52. VIEW SHOWING RAILROAD CRANE-MOUNTED PILE DRIVER WORKING ON PIER 2 OF SHOOFLY BRIDGE, LOOKING NORTHWEST FROM M STREET BRIDGE, December 28, 1934 - Sacramento River Bridge, Spanning Sacramento River at California State Highway 275, Sacramento, Sacramento County, CA

  20. Detail, pier and underside of deck at truss span 2 ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail, pier and underside of deck at truss span 2 from below and north, showing floor system configuration, lower chords and cantilevered sidewalk - Breslau Bridge, Spanning North Branch of Susquehanna River at Hannover Street, Plymouth, Luzerne County, PA

  1. BLDG 2, FRONT ELEVATION (PIER SIDE) WITH POLE. Naval ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    BLDG 2, FRONT ELEVATION (PIER SIDE) WITH POLE. - Naval Magazine Lualualei, West Loch Branch, Explosive & Small Train Depot, Main wharf area between wharves W2 & W3, north of First Street, Pearl City, Honolulu County, HI

  2. BLDG 2, FRONT ELEVATION (PIER SIDE). Naval Magazine Lualualei, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    BLDG 2, FRONT ELEVATION (PIER SIDE). - Naval Magazine Lualualei, West Loch Branch, Explosive & Small Train Depot, Main wharf area between wharves W2 & W3, north of First Street, Pearl City, Honolulu County, HI

  3. Detail, south land pier, from southwest, showing bearing between plate ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail, south land pier, from southwest, showing bearing between plate girder approach span and truss span - Breslau Bridge, Spanning North Branch of Susquehanna River at Hannover Street, Plymouth, Luzerne County, PA

  4. Substructure view illustrating the continuous concrete Tbeams, piers, sidewalk brackets ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Substructure view illustrating the continuous concrete T-beams, piers, sidewalk brackets and arched longitudinal beams - A Canal Bridge, Spanning the A Canal on Wall Street, Klamath Falls, Klamath County, OR

  5. 16. VIEW EAST, BEARINGS ATOP SINGLE COLUMN PIER Route ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. VIEW EAST, BEARINGS ATOP SINGLE COLUMN PIER - Route 1 Extension, Structure No. 0703-161, Spanning Conrail-Newark & New York Industrial tracks, Richards Lane, & Hawkins Street at Routes 1 & 9 Southbound, Newark, Essex County, NJ

  6. Elevation of pier building and main house looking south. Building ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Elevation of pier building and main house looking south. Building at far right was fish smokehouse. Roof of building at right was used for drying fish. - Beacon Marine Basin, 211 East Main Street, Gloucester, Essex County, MA

  7. 4. Detail of west facade showing brick piers and industrial ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    4. Detail of west facade showing brick piers and industrial windows with metal sash and reinforced concrete lintels and sills. - Champion-International Paper Company, Paper Machine Building, West bank of Spicket River at Canal Street, Lawrence, Essex County, MA

  8. 3. General oblique view of west facade showing brick piers ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    3. General oblique view of west facade showing brick piers and industrial windows; view to southeast. - Champion-International Paper Company, Paper Machine Building, West bank of Spicket River at Canal Street, Lawrence, Essex County, MA

  9. View of the yacht club facing south from Front Street. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    View of the yacht club facing south from Front Street. Harbor storage building and restrooms are on the left. - San Luis Yacht Club, Avila Pier, South of Front Street, Avila Beach, San Luis Obispo County, CA

  10. 4. Pier detail, cast iron bollard, north side of pier, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    4. Pier detail, cast iron bollard, north side of pier, view to northwest. - Charlestown Navy Yard, Pier 11, Charlestown Waterfront at confluence of Little Mystic Channel & Mystic River at northernmost ent of Navy Yard, Boston, Suffolk County, MA

  11. 14. General view of pivot pier and turntable. The octagonal ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. General view of pivot pier and turntable. The octagonal pier, 36 feet in diameter, is capped by a circular girder and a turntable that swings the bridge. the bridge was originally powered by two 25 h.p. motors coupled to two drive shafts. the turntable in the photograph is a replacement fabricated by the Allis-Chalmers Company in the 1950s. - Center Street Swing Bridge, Southwest of Public Square, Cleveland, Cuyahoga County, OH

  12. 6. East end of pier, from Pier 11, view to ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. East end of pier, from Pier 11, view to south showing relationship to mouth of Dry Dock 5 (right). - Charlestown Navy Yard, Pier 10, Between Piers 9 & 11 along Mystic River on Charlestown Waterfront at eastern edge of Charlestown Navy Yard, Boston, Suffolk County, MA

  13. 9. PIER NO. 4, REVISED GENERAL LAYOUT OF PILING AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. PIER NO. 4, REVISED GENERAL LAYOUT OF PILING AND FRAMING. United Engineering Company Ltd., Alameda Shipyard, Ship Repair Facilities. John Hudspeth, Architect, at foot of Main Street, Alameda, Calif. Sheet no. S3 of 5 sheets, Plan no. 10,037. Various scales. August 26, 1942, last revised 4/15/43. U.S. Navy, Bureau of Yards & Docks, Contract no. bs 76. Approved for construction September 17, 1943. blueprint - United Engineering Company Shipyard, Pier 4, 2900 Main Street, Alameda, Alameda County, CA

  14. Elevated overview of Piers GD1 and GD2, showing rail lines, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Elevated overview of Piers GD-1 and GD-2, showing rail lines, GD-2 Quay Wall of Dry Dock No. 2 on left - U.S. Naval Base, Pearl Harbor, Dry Dock No. 1, Approach Pier & Caisson Docking Wharf, Ocean end of Fifth Street between Dry Dock Nos. 1 & 2, Pearl City, Honolulu County, HI

  15. ATST telescope pier

    NASA Astrophysics Data System (ADS)

    Jeffers, Paul; Manuel, Eric; Dreyer, Oliver; Kärcher, Hans

    2012-09-01

    The Advanced Technology Solar Telescope (ATST) will be the largest solar telescope in the world with a 4m aperture primary mirror. The off axis nature of the telescope optical layout, has the proportions of an 8 metre class telescope. Accordingly the instrumentation for solar observations a 16m diameter co-rotating laboratory (Coude Rotator) is also located within the telescope pier. The pier has a lower cylindrical profile with an upper conical section to support both the telescope mount with a 9m bearing diameter and contain the 16m diameter Coudé rotator. The performance of this pier cannot be considered in isolation but must account for ancillary equipment, access and initial installation. The Coude rotator structure and bearing system are of similar size to the telescope base structure and therefore this is the proverbial 'ship in a bottle' problem. This paper documents the competing requirements on the pier design and the balancing of these as the design progresses. Also summarized is the evolution of the design from a conceptual traditional reinforced concrete pier to a composite concrete and steel framed design. The stiffness requirements of the steel frame was a unique challenge for both the theoretical performance and overall design strategy considering constructability. The development of design acceptance criteria for the pier is discussed along with interfacing of the AandE firm responsible for the pier design and the telescope designer responsible for the telescope performance.

  16. 10. A PHOTOGRAPH OF THE FIRST PIER ON THE EAST ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. A PHOTOGRAPH OF THE FIRST PIER ON THE EAST END OF THE BRIDGE (NORTH ELEVATION). IT SUPPORTS A SOLID, SEMI-CIRCULAR ARCH. CONSIDERABLE SOIL HAS WASHED IN UNDER THE BRIDGE FROM THE BANKS OF THE RAVINE. - Main Street Bridge, Spanning East Fork Whitewater River, Richmond, Wayne County, IN

  17. 13. View of Truss tower and pivot pier locking east. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. View of Truss tower and pivot pier locking east. When the draw is open, the two arms of the truss act as cantilevers supported by the truss tower. A counterweight in the shorter of the bridge keeps the span in proper balance. - Center Street Swing Bridge, Southwest of Public Square, Cleveland, Cuyahoga County, OH

  18. 96. DAM PILE SPACING PIER 4 TO PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    96. DAM - PILE SPACING - PIER 4 TO PIER 9 INCLUSIVE (ML-8-40/6-FS) June 1935 - Upper Mississippi River 9-Foot Channel, Lock & Dam No. 8, On Mississippi River near Houston County, MN, Genoa, Vernon County, WI

  19. 38. Photographic copy of original construction plan (Wabasha Street Bridge, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    38. Photographic copy of original construction plan (Wabasha Street Bridge, Detail of South Cantilever Arm, 1888); web details of cantilever arm connecting second pier to third span - Wabasha Street Bridge, Spanning Mississippi River at Wabasha Street, Saint Paul, Ramsey County, MN

  20. The Asymmetric Piers Hydrosilylation.

    PubMed

    Süsse, Lars; Hermeke, Julia; Oestreich, Martin

    2016-06-01

    An axially chiral, cyclic borane decorated with just one C6F5 group at the boron atom promotes the highly enantioselective hydrosilylation of acetophenone derivatives without assistance of an additional Lewis base (up to 99% ee). The reaction is an unprecedented asymmetric variant of Piers' B(C6F5)3-catalyzed carbonyl hydrosilylation. The steric congestion imparted by the 3,3'-disubstituted binaphthyl backbone of the borane catalyst as well as the use of reactive trihydrosilanes as reducing agents are keys to success. PMID:27212565

  1. 24 CFR 3285.307 - Perimeter support piers.

    Code of Federal Regulations, 2010 CFR

    2010-04-01

    ... support piers. (a) Piers required at mate-line supports, perimeter piers, and piers at exterior wall openings are permitted to be constructed of single open-cell or closed-cell concrete blocks, with...

  2. 24 CFR 3285.307 - Perimeter support piers.

    Code of Federal Regulations, 2011 CFR

    2011-04-01

    ... support piers. (a) Piers required at mate-line supports, perimeter piers, and piers at exterior wall openings are permitted to be constructed of single open-cell or closed-cell concrete blocks, with...

  3. 78 FR 49121 - Safety Zone; Luna Pier Fireworks, Luna Pier, MI

    Federal Register 2010, 2011, 2012, 2013, 2014

    2013-08-13

    ... SECURITY Coast Guard 33 CFR Part 165 Safety Zone; Luna Pier Fireworks, Luna Pier, MI AGENCY: Coast Guard... zone for the Luna Pier Fireworks Show, Luna Pier, MI, from 9:25 p.m. until 10:25 p.m. on August 24... waters of Lake Erie within a 300-yard radius of the fireworks launch site at the Clyde E. Evens...

  4. 3. General view of Pier 10 with crane rail imbedded ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    3. General view of Pier 10 with crane rail imbedded in concrete Dry Dock 5 edge at north side of pier, Pier 9 at extreme right. - Charlestown Navy Yard, Pier 10, Between Piers 9 & 11 along Mystic River on Charlestown Waterfront at eastern edge of Charlestown Navy Yard, Boston, Suffolk County, MA

  5. EDITORIAL: The 29th International Conference on Phenomena in Ionized Gases The 29th International Conference on Phenomena in Ionized Gases

    NASA Astrophysics Data System (ADS)

    de Urquijo, J.

    2010-06-01

    The 29th International Conference on Phenomena in Ionized Gases (ICPIG) was held in Cancún, Mexico, on 12-17 July, 2009, under the sponsorship of the Universidad Nacional Autónoma de Mexico, UNAM, the Universidad Autónoma Metropolitana, UAM, and the International Union of Pure and Applied Physics (IUPAP). ICPIG, founded in 1953, has since been held biennally, and nowadays it covers both fundamental and applied research in all areas of low-temperature plasmas, including those related to the cold plasma in fusion devices. ICPIG fosters interdisciplinary research and interchange between different communities. The conference was attended by scientists from 33 countries. The scientific programme of ICPIG 2009 consisted of 10 General Invited and 24 Topical Lectures, covering all major topics of ICPIG. All speakers were invited to submit peer-reviewed articles based on their lectures for this special issue of Plasma Sources Science and Technology, either as reviews or original work. This special issue contains the papers of most of these talks, covering timely and key issues on elementary processes and fundamental data, plasma wall interactions, including those related to the low-temperature plasma in fusion devices. Several interesting papers were dedicated to plasma modelling, simulation and diagnostics. Important contributions to this issue deal with natural plasmas, low- and atmospheric-pressure plasmas, microplasmas and high-frequency plasmas. Almost half of the contributed papers in this issue are dedicated to applications dealing with plasmas for nanotechnology, plasma sources of various kinds, and other uses of plasmas in particle detection and mass spectrometry. Two workshops were organized. The first reviewed the state of the art on our knowledge of electron, positron and ion interaction processes in gases, with an emphasis on charged particle transport and reactions in electric and magnetic fields, measurement and calculation of cross sections and swarm

  6. 5. Detail of west side of pier, at low tide. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. Detail of west side of pier, at low tide. - Charlestown Navy Yard, Pier 10, Between Piers 9 & 11 along Mystic River on Charlestown Waterfront at eastern edge of Charlestown Navy Yard, Boston, Suffolk County, MA

  7. 10. VIEW OF PIER 42 BULKHEAD BUILDING INTERIOR (PARTIALLY DEMOLISHED) ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. VIEW OF PIER 42 BULKHEAD BUILDING INTERIOR (PARTIALLY DEMOLISHED) WITH JAVA HOUSE IN BACKGROUND, FACING NORTH. - Pier 42 Bulkhead Building, Pier 42, Embarcadero, San Francisco, San Francisco County, CA

  8. 4. West side of pier showing distinct piling configuration. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    4. West side of pier showing distinct piling configuration. - Charlestown Navy Yard, Pier 10, Between Piers 9 & 11 along Mystic River on Charlestown Waterfront at eastern edge of Charlestown Navy Yard, Boston, Suffolk County, MA

  9. Pier GD4, detail of edge of pier and fender system ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Pier GD-4, detail of edge of pier and fender system - U.S. Naval Base, Pearl Harbor, Pier & Quay Walls, Entrance to Dry Dock No. 2 & Repair Wharfs, east & west sides of Dry Dock No. 2 & west side of Dry Dock No. 3, Pearl City, Honolulu County, HI

  10. Pier GD3, oblique view taken from Pier GD2, Caisson of ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Pier GD-3, oblique view taken from Pier GD-2, Caisson of Dry Dock No. 2 to left - U.S. Naval Base, Pearl Harbor, Pier & Quay Walls, Entrance to Dry Dock No. 2 & Repair Wharfs, east & west sides of Dry Dock No. 2 & west side of Dry Dock No. 3, Pearl City, Honolulu County, HI

  11. 24 CFR 3285.303 - Piers.

    Code of Federal Regulations, 2011 CFR

    2011-04-01

    ... must be capable of transmitting the vertical live and dead loads to the footings or foundation. (b... wood with a water borne preservative, in accordance with AWPA Standard U1-04 (incorporated by reference... dimensions of the home, the design dead and live loads, the spacing of the piers, and the way the piers...

  12. 24 CFR 3285.303 - Piers.

    Code of Federal Regulations, 2014 CFR

    2014-04-01

    ... must be capable of transmitting the vertical live and dead loads to the footings or foundation. (b... wood with a water borne preservative, in accordance with AWPA Standard U1-04 (incorporated by reference... dimensions of the home, the design dead and live loads, the spacing of the piers, and the way the piers...

  13. 24 CFR 3285.303 - Piers.

    Code of Federal Regulations, 2013 CFR

    2013-04-01

    ... must be capable of transmitting the vertical live and dead loads to the footings or foundation. (b... wood with a water borne preservative, in accordance with AWPA Standard U1-04 (incorporated by reference... dimensions of the home, the design dead and live loads, the spacing of the piers, and the way the piers...

  14. 24 CFR 3285.303 - Piers.

    Code of Federal Regulations, 2010 CFR

    2010-04-01

    ... must be capable of transmitting the vertical live and dead loads to the footings or foundation. (b... wood with a water borne preservative, in accordance with AWPA Standard U1-04 (incorporated by reference... dimensions of the home, the design dead and live loads, the spacing of the piers, and the way the piers...

  15. Street Socialization.

    ERIC Educational Resources Information Center

    Zinnecker, Jurgen

    1980-01-01

    Recommends that social scientists undertake research on the role of the street as an institution of youth education and socialization. Discusses related literature and presents information on a project undertaken on street socialization in some of the old town quarters of Wiesbaden, Germany from 1975-1978. (DB)

  16. 24 CFR 3285.310 - Pier location and spacing.

    Code of Federal Regulations, 2012 CFR

    2012-04-01

    ..., electrical, mechanical, equipment, crawlspaces, or other devices. 3. Single-stack concrete block pier loads.... Single stack concrete block pier loads must not exceed 8,000 lbs. 4. Piers are not required at openings... installed with the long dimension of the concrete block perpendicular to the rim joists. 2. Pier and...

  17. 24 CFR 3285.310 - Pier location and spacing.

    Code of Federal Regulations, 2011 CFR

    2011-04-01

    ..., electrical, mechanical, equipment, crawlspaces, or other devices. 3. Single-stack concrete block pier loads.... Single stack concrete block pier loads must not exceed 8,000 lbs. 4. Piers are not required at openings... installed with the long dimension of the concrete block perpendicular to the rim joists. 2. Pier and...

  18. 24 CFR 3285.310 - Pier location and spacing.

    Code of Federal Regulations, 2010 CFR

    2010-04-01

    ..., electrical, mechanical, equipment, crawlspaces, or other devices. 3. Single-stack concrete block pier loads.... Single stack concrete block pier loads must not exceed 8,000 lbs. 4. Piers are not required at openings... installed with the long dimension of the concrete block perpendicular to the rim joists. 2. Pier and...

  19. 5. LOOKING SOUTHEAST, DETAIL OF PIER SUPPORTING MAIN (RIVER) SPAN; ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. LOOKING SOUTHEAST, DETAIL OF PIER SUPPORTING MAIN (RIVER) SPAN; THIS PIER, OF CONCRETE CONSTRUCTION, WAS BUILT IN 1932. ADJACENT IS A PIER SUPPORTING DECK TRUSS FROM 1893. THIS PIER WAS SUBSTANTIALLY REBUILT IN 1932. - Illinois Central Railroad, Illinois River Bridge, Spanning Illinois River, La Salle, La Salle County, IL

  20. 4. LOOKING SOUTHEAST, VIEW OF PIER SUPPORTING MAIN (RIVER) SPAN; ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    4. LOOKING SOUTHEAST, VIEW OF PIER SUPPORTING MAIN (RIVER) SPAN; THIS PIER, OF CONCRETE CONSTRUCTION, WAS BUILT IN 1932. ADJACENT IS A PIER SUPPORTING DECK TRUSS FROM 1893. THIS PIER WAS SUBSTANTIALLY REBUILT IN 1932. - Illinois Central Railroad, Illinois River Bridge, Spanning Illinois River, La Salle, La Salle County, IL

  1. 2. Detail gate spanning mouth of dry dock between Piers ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    2. Detail gate spanning mouth of dry dock between Piers 10 and 11, view is to southwest, with Pier 10 in distance left. - Charlestown Navy Yard, Pier 10, Between Piers 9 & 11 along Mystic River on Charlestown Waterfront at eastern edge of Charlestown Navy Yard, Boston, Suffolk County, MA

  2. 11. Photocopy of drawing dated November 25, 1957, SECTIONS & ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    11. Photocopy of drawing dated November 25, 1957, SECTIONS & METHODS OF REPAIR, REHABILITATION OF 29TH ST. PIER, GOWANUS BAY. City of New York Department of Marine and Aviation, Contract 2994, Drawing 1. (On file, City of New York Department of Ports and Trade). - South Brooklyn Freight Terminal, 29th Street Pier, Opposite end of Twenty-ninth Street on upper New York Bay, Brooklyn, Kings County, NY

  3. 10. Photocopy of drawing dated November 25, 1957, DETAILS & ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. Photocopy of drawing dated November 25, 1957, DETAILS & GENERAL DECK PLAN, REHABILITATION OF 29TH ST. PIER, GOWANUS BAY. city of New York Department of Marine and Aviation, Contract 2994, Drawing 2. (On file, city of New York Department of Ports and Trade). - South Brooklyn Freight Terminal, 29th Street Pier, Opposite end of Twenty-ninth Street on upper New York Bay, Brooklyn, Kings County, NY

  4. Proceedings of the 29th Monitoring Research Review: Ground-Based Nuclear Explosion Monitoring Technologies

    SciTech Connect

    Wetovsky, Marvin A.; Benson, Jody; Patterson, Eileen F.

    2007-09-25

    These proceedings contain papers prepared for the 29th Monitoring Research Review: Ground-Based Nuclear Explosion Monitoring Technologies, held 25-27 September, 2007 in Denver, Colorado. These papers represent the combined research related to ground-based nuclear explosion monitoring funded by the National Nuclear Security Administration (NNSA), Air Force Technical Applications Center (AFTAC), Air Force Research Laboratory (AFRL), US Army Space and Missile Defense Command, Comprehensive Nuclear-Test-Ban Treaty Organization (CTBTO), and other invited sponsors. The scientific objectives of the research are to improve the United States capability to detect, locate, and identify nuclear explosions. The purpose of the meeting is to provide the sponsoring agencies, as well as potential users, an opportunity to review research accomplished during the preceding year and to discuss areas of investigation for the coming year. For the researchers, it provides a forum for the exchange of scientific information toward achieving program goals, and an opportunity to discuss results and future plans. Paper topics include: seismic regionalization and calibration; detection and location of sources; wave propagation from source to receiver; the nature of seismic sources, including mining practices; hydroacoustic, infrasound, and radionuclide methods; on-site inspection; and data processing.

  5. Substructure Main Bridge, River Piers A & V ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Substructure - Main Bridge, River Piers A & V - Huey P. Long Bridge, Spanning Mississippi River approximately midway between nine & twelve mile points upstream from & west of New Orleans, Jefferson, Jefferson Parish, LA

  6. Progress In Electromagnetics Research Symposium (PIERS)

    NASA Technical Reports Server (NTRS)

    1993-01-01

    The third Progress In Electromagnetics Research Symposium (PIERS) was held 12-16 Jul. 1993, at the Jet Propulsion Laboratory, California Institute of Technology, Pasadena, California. More than 800 presentations were made, and those abstracts are included in this publication.

  7. Chaparrastique (San Mighel) Volcano Eruptions since Dec. 29th, 2013, El Salvador

    NASA Astrophysics Data System (ADS)

    Martinez-Hackert, B.; Bajo, J. V.; Escobar, D.; Gutierrez, E.

    2015-12-01

    The December 29th, 2013 eruption of Chaparrastique (San Miguel) volcano in El Salvador came as a surprise and was the first of several small eruptions in the past two years. They came after many years of preceeding earthquake swarms and significant degassing. Being the second volcano to erupt in El Salvador in less than ten years, it caused grave concern for the population of the country. Although they were not large eruptions (VEI 2), the materials were widespread and caused deposits of volcanic tephra as far at the capital San Salvador and closed the airports in the vecinity for a couple of days. This is a summary of the research, mitigation and services that were done days after the first eruption on December 29, 2013 and the follwing months. In conjunction with the team of the Direccion General del Observatorio Ambiental from the Ministerio de Medio Ambiente y Recursos Naturales possible first response strategies were discussed and decided to obtain results that could be quickly put in place to mitigate and decide on actions such as evacuations or relocations of people living in volcano related high-risk hazard areas. Collection of samples, mapping and measurements of the volcanic tephra in the field together with Digital Globe and areal photography after the event, allowed identification of four different volcanic products that can be correlated to the opening of the vent and ending in the eruption of juvenile materials of basaltic to trachybasaltic composition, and the production of a lahar hazard map based on LaharZ.

  8. Street Drugs and Pregnancy

    MedlinePlus

    ... drugs that are abused How can street drugs harm your pregnancy? Using street drugs can cause problems ... drugs that are abused How can street drugs harm your pregnancy? Using street drugs can cause problems ...

  9. 2. Pilings at end of Pier 11, low tide, view ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    2. Pilings at end of Pier 11, low tide, view to north. - Charlestown Navy Yard, Pier 11, Charlestown Waterfront at confluence of Little Mystic Channel & Mystic River at northernmost ent of Navy Yard, Boston, Suffolk County, MA

  10. 3. North wall of pier 11 with projecting catwalks connected ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    3. North wall of pier 11 with projecting catwalks connected to steel dry dock walls. - Charlestown Navy Yard, Pier 11, Charlestown Waterfront at confluence of Little Mystic Channel & Mystic River at northernmost ent of Navy Yard, Boston, Suffolk County, MA

  11. 6. View of industrial service at center of pier, looking ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. View of industrial service at center of pier, looking northeast. - Charlestown Navy Yard, Pier 11, Charlestown Waterfront at confluence of Little Mystic Channel & Mystic River at northernmost ent of Navy Yard, Boston, Suffolk County, MA

  12. 16. VIEW SOUTHWEST OF CONCRETE PIER SUPPORTING CAMELBACK AND PENNSYLVANIA ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. VIEW SOUTHWEST OF CONCRETE PIER SUPPORTING CAMELBACK AND PENNSYLVANIA PETIT TRUSSES. ORIGINAL PIER LYING IN FOREGROUND DESTROYED BY 1915 FLOOD DURING CONSTRUCTION - New River Bridge, Spanning New River at State Route 623, Pembroke, Giles County, VA

  13. 15. VIEW SOUTH OF CONCRETE PIER SUPPORTING CAMELBACK AND PENNSYLVANIA ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    15. VIEW SOUTH OF CONCRETE PIER SUPPORTING CAMELBACK AND PENNSYLVANIA PETIT TRUSSES. ORIGINAL PIER LYING IN FOREGROUND DESTROYED BY 1915 FLOOD DURING ORIGINAL CONSTRUCTION - New River Bridge, Spanning New River at State Route 623, Pembroke, Giles County, VA

  14. 34. View of pier 3, showing supporting main anchor arm ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    34. View of pier 3, showing supporting main anchor arm and cantilever arm spans, as seen from shore near pier 4, looking north - Williamstown-Marietta Bridge, Spanning Ohio River between Williamstown & Marietta, Williamstown, Wood County, WV

  15. DETAIL OF TYPICAL GIRDER SPAN, PIER NUMBER 5 (BUILT IN ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    DETAIL OF TYPICAL GIRDER SPAN, PIER NUMBER 5 (BUILT IN 1922) AND PIER NUMBER 6 (BUILT IN 1929). VIEW TO NORTH. - Hassayampa Bridge, Spanning Hassayampa River at old U.S. Highway 80, Arlington, Maricopa County, AZ

  16. Rumours about the Po Valley earthquakes of 20th and 29th May 2012

    NASA Astrophysics Data System (ADS)

    La Longa, Federica; Crescimbene, Massimo; Camassi, Romano; Nostro, Concetta

    2013-04-01

    The history of rumours is as old as human history. Even in remote antiquity, rumours, gossip and hoax were always in circulation - in good or bad faith - to influence human affairs. Today with the development of mass media, rise of the internet and social networks, rumours are ubiquitous. The earthquakes, because of their characteristics of strong emotional impact and unpredictability, are among the natural events that more cause the birth and the spread of rumours. For this reason earthquakes that occurred in the Po valley the 20th and 29th May 2012 generated and still continue to generate a wide variety of rumours regarding issues related to the earthquake, its effects, the possible causes, future predictions. For this reason, as occurred during the L'Aquila earthquake sequence in 2009, following the events of May 2012 in Emilia Romagna was created a complex initiative training and information that at various stages between May and September 2012, involved population, partly present in the camp, and then the school staff of the municipalities affected by the earthquake. This experience has been organized and managed by the Department of Civil Protection (DPC), the National Institute of Geophysics and Volcanology (INGV), the Emilia Romagna region in collaboration with the Network of University Laboratories for Earthquake Engineering (RELUIS), the Health Service Emilia Romagna Regional and voluntary organizations of civil protection in the area. Within this initiative, in the period June-September 2012 were collected and catalogued over 240 rumours. In this work rumours of the Po Valley are studied in their specific characteristics and strategies and methods to fight them are also discussed. This work of collection and discussion of the rumours was particularly important to promote good communication strategies and to fight the spreading of the rumours. Only in this way it was possible to create a full intervention able to supporting both the local institutions and

  17. 5. PIER 5, LOADING AREA, BERTHS H AND I, AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. PIER 5, LOADING AREA, BERTHS H AND I, AND NORTH SIDE OF BUILDING 141, FROM APPROXIMATELY 50 FEET EAST OF NORTHWEST CORNER OF BUILDING 141, LOOKING EAST. - Oakland Naval Supply Center, Piers 4 & 5, Piers 4 & 5, Oakland, Alameda County, CA

  18. 13. VIEW EAST OF NORTHEAST CONCRETE PIER AND WING WALL. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. VIEW EAST OF NORTHEAST CONCRETE PIER AND WING WALL. NOTE DETAIL OF 1920 CONCRETE PIER WHICH WAS CAST IN PLACE AROUND A VERTICAL POST, AND STOP LOCK NOTCH TO LEFT OF CONCRETE PIER. - Chesapeake & Ohio Canal, Conococheague Creek Aqueduct, Milepost 99.80, Williamsport, Washington County, MD

  19. 8. VIEW OF ACCESS BRIDGE AND INTAKE PIER FROM THE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. VIEW OF ACCESS BRIDGE AND INTAKE PIER FROM THE BRIDGE PIER ABUTMENT, LOOKING NORTHEAST. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  20. 7. Historic view, Pier 9. Plan of Proposed Wharf, 1844. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. Historic view, Pier 9. Plan of Proposed Wharf, 1844. Photographic copy of original. Boston National Historical Park Archives, Charlestown Navy Yard. BOSTS 13464 - Charlestown Navy Yard, Pier 9, Between Piers 8 & 10, along Mystic River on Charlestown Waterfront at eastern edge of Navy Yard, Boston, Suffolk County, MA

  1. 8. Historic view, Pier 9. Plan of deck and pilings, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. Historic view, Pier 9. Plan of deck and pilings, 1932. Photographic copy of original. Boston National Historical Park Archives, Charlestown Navy Yard. - Charlestown Navy Yard, Pier 9, Between Piers 8 & 10, along Mystic River on Charlestown Waterfront at eastern edge of Navy Yard, Boston, Suffolk County, MA

  2. 5. Historic view, Pier 9. View to east, no date. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. Historic view, Pier 9. View to east, no date. Photographic copy of photo. Boston National Historical Park Archives, Charlestown Navy Yard. BOSTS 8682 - Charlestown Navy Yard, Pier 9, Between Piers 8 & 10, along Mystic River on Charlestown Waterfront at eastern edge of Navy Yard, Boston, Suffolk County, MA

  3. 12. Historic view, Pier 11. View to north, showing concrete ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. Historic view, Pier 11. View to north, showing concrete pier under construction, 1956. Photographic copy of photo. Boston National Historical Park Archives, Charlestown Navy Yard. - Charlestown Navy Yard, Pier 11, Charlestown Waterfront at confluence of Little Mystic Channel & Mystic River at northernmost ent of Navy Yard, Boston, Suffolk County, MA

  4. 10. Historic view, Pier 10. Aerial view to east, 1943. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. Historic view, Pier 10. Aerial view to east, 1943. Photographic copy of photo. Boston National Historical Park Archives, Charlestown Navy Yard. BOSTS 8685, USN #SQA466, 8/17/43 - Charlestown Navy Yard, Pier 10, Between Piers 9 & 11 along Mystic River on Charlestown Waterfront at eastern edge of Charlestown Navy Yard, Boston, Suffolk County, MA

  5. 9. Historic view, Pier 11. View to southwest, showing timber ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. Historic view, Pier 11. View to southwest, showing timber degaussing pier, 1951. Photographic copy of photo. Boston National Historical Park Archives, Charlestown Navy Yard. - Charlestown Navy Yard, Pier 11, Charlestown Waterfront at confluence of Little Mystic Channel & Mystic River at northernmost ent of Navy Yard, Boston, Suffolk County, MA

  6. 6. Historic view, Pier 9, 10, 11. Aerial Views to ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. Historic view, Pier 9, 10, 11. Aerial Views to east, 1943. Photographic copy of photo. Boston National Historical Park Archives, Charlestown Navy Yard. - Charlestown Navy Yard, Pier 9, Between Piers 8 & 10, along Mystic River on Charlestown Waterfront at eastern edge of Navy Yard, Boston, Suffolk County, MA

  7. 11. Historic view, Pier 11. View to north, showing concrete ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    11. Historic view, Pier 11. View to north, showing concrete pier under construction, 1956. Photographic copy of photo. Boston National Historical Park Archives, Charlestown Navy Yard. - Charlestown Navy Yard, Pier 11, Charlestown Waterfront at confluence of Little Mystic Channel & Mystic River at northernmost ent of Navy Yard, Boston, Suffolk County, MA

  8. 9. Historic view, Pier 10. View to east, 1932. Photographic ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. Historic view, Pier 10. View to east, 1932. Photographic copy of photo. Boston National Historical Park Archives, Charlestown Navy Yard. BOSTS 8777, USN # 271-32, 5/9/32 - Charlestown Navy Yard, Pier 10, Between Piers 9 & 11 along Mystic River on Charlestown Waterfront at eastern edge of Charlestown Navy Yard, Boston, Suffolk County, MA

  9. 11. Historic drawing, Pier 10. Plan of deck and pilings, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    11. Historic drawing, Pier 10. Plan of deck and pilings, 1932. Photographic copy of original. Boston National Historical Park Archives, Charlestown Navy Yard. - Charlestown Navy Yard, Pier 10, Between Piers 9 & 11 along Mystic River on Charlestown Waterfront at eastern edge of Charlestown Navy Yard, Boston, Suffolk County, MA

  10. 3. Detail of west side of pier at low tide ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    3. Detail of west side of pier at low tide revealing twin pilings with block spacers, usually submerged; view to northeast. - Charlestown Navy Yard, Pier 9, Between Piers 8 & 10, along Mystic River on Charlestown Waterfront at eastern edge of Navy Yard, Boston, Suffolk County, MA

  11. 8. Granite quay wall at foot of Pier 10 (west ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. Granite quay wall at foot of Pier 10 (west end), view to north, at low tide. - Charlestown Navy Yard, Pier 10, Between Piers 9 & 11 along Mystic River on Charlestown Waterfront at eastern edge of Charlestown Navy Yard, Boston, Suffolk County, MA

  12. 14. View south from first level roof of firing pier. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. View south from first level roof of firing pier. Pitched corrugated metal roof marks location of the frame approach connecting the firing pier to the shop (shown in left distance). - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  13. A pier-scour database: 2,427 field and laboratory measurements of pier scour

    USGS Publications Warehouse

    Benedict, Stephen T.; Caldwell, Andral W.

    2014-01-01

    The U.S. Geological Survey conducted a literature review to identify potential sources of published pier-scour data, and selected data were compiled into a digital spreadsheet called the 2014 USGS Pier-Scour Database (PSDb-2014) consisting of 569 laboratory and 1,858 field measurements. These data encompass a wide range of laboratory and field conditions and represent field data from 23 States within the United States and from 6 other countries. The digital spreadsheet is available on the Internet and offers a valuable resource to engineers and researchers seeking to understand pier-scour relations in the laboratory and field.

  14. N. River Street, east side of street at Sound End ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    N. River Street, east side of street at Sound End - River Street Historic District, Bounded by West Saint James Street, West Santa Clara Street, Pleasant Street, & Guadalupe River, San Jose, Santa Clara County, CA

  15. 24 CFR 3285.304 - Pier configuration.

    Code of Federal Regulations, 2012 CFR

    2012-04-01

    ... configuration. (a) Concrete blocks. Installation instructions for concrete block piers must be developed in...-bearing (not decorative) concrete blocks must have nominal dimensions of at least 8 inches × 8 inches × 16 inches; (2) The concrete blocks must be stacked with their hollow cells aligned vertically; and (3)...

  16. 24 CFR 3285.304 - Pier configuration.

    Code of Federal Regulations, 2011 CFR

    2011-04-01

    ... configuration. (a) Concrete blocks. Installation instructions for concrete block piers must be developed in...-bearing (not decorative) concrete blocks must have nominal dimensions of at least 8 inches × 8 inches × 16 inches; (2) The concrete blocks must be stacked with their hollow cells aligned vertically; and (3)...

  17. 24 CFR 3285.304 - Pier configuration.

    Code of Federal Regulations, 2010 CFR

    2010-04-01

    ... configuration. (a) Concrete blocks. Installation instructions for concrete block piers must be developed in...-bearing (not decorative) concrete blocks must have nominal dimensions of at least 8 inches × 8 inches × 16 inches; (2) The concrete blocks must be stacked with their hollow cells aligned vertically; and (3)...

  18. 24 CFR 3285.304 - Pier configuration.

    Code of Federal Regulations, 2013 CFR

    2013-04-01

    ... configuration. (a) Concrete blocks. Installation instructions for concrete block piers must be developed in...-bearing (not decorative) concrete blocks must have nominal dimensions of at least 8 inches × 8 inches × 16 inches; (2) The concrete blocks must be stacked with their hollow cells aligned vertically; and (3)...

  19. 24 CFR 3285.304 - Pier configuration.

    Code of Federal Regulations, 2014 CFR

    2014-04-01

    ... configuration. (a) Concrete blocks. Installation instructions for concrete block piers must be developed in...-bearing (not decorative) concrete blocks must have nominal dimensions of at least 8 inches × 8 inches × 16 inches; (2) The concrete blocks must be stacked with their hollow cells aligned vertically; and (3)...

  20. 2nd International Salzburg Conference on Neurorecovery (ISCN 2013) Salzburg/ Austria | November 28th - 29th, 2013

    PubMed Central

    Brainin, M; Muresanu, D; Slavoaca, D

    2014-01-01

    The 2nd International Salzburg Conference on Neurorecovery was held on the 28th and 29th of November, 2013, in Salzburg, one of the most beautiful cities in Austria, which is well known for its rich cultural heritage, world-famous music and beautiful surrounding landscapes. The aim of the conference was to discuss the progress in the field of neurorecovery. The conference brought together internationally renowned scientists and clinicians, who described the clinical and therapeutic relevance of translational research and its applications in neurorehabilitation. PMID:25713602

  1. Atmospheric concentrations, sources and gas-particle partitioning of PAHs in Beijing after the 29th Olympic Games.

    PubMed

    Ma, Wan-Li; Sun, De-Zhi; Shen, Wei-Guo; Yang, Meng; Qi, Hong; Liu, Li-Yan; Shen, Ji-Min; Li, Yi-Fan

    2011-07-01

    A comprehensive sampling campaign was carried out to study atmospheric concentration of polycyclic aromatic hydrocarbons (PAHs) in Beijing and to evaluate the effectiveness of source control strategies in reducing PAHs pollution after the 29th Olympic Games. The sub-cooled liquid vapor pressure (logP(L)(o))-based model and octanol-air partition coefficient (K(oa))-based model were applied based on each seasonal dateset. Regression analysis among log K(P), logP(L)(o) and log K(oa) exhibited high significant correlations for four seasons. Source factors were identified by principle component analysis and contributions were further estimated by multiple linear regression. Pyrogenic sources and coke oven emission were identified as major sources for both the non-heating and heating seasons. As compared with literatures, the mean PAH concentrations before and after the 29th Olympic Games were reduced by more than 60%, indicating that the source control measures were effective for reducing PAHs pollution in Beijing. PMID:21497969

  2. Hysteretic behavior of prestressed concrete bridge pier with fiber model.

    PubMed

    Wang, Hui-li; Feng, Guang-qi; Qin, Si-feng

    2014-01-01

    The hysteretic behavior and seismic characteristics of the prestressed concrete bridge pier were researched. The effects of the prestressed tendon ratio, the longitudinal reinforcement ratio, and the stirrup reinforcement ratio on the hysteretic behavior and seismic characteristics of the prestressed concrete bridge pier have been obtained with the fiber model analysis method. The analysis show some results about the prestressed concrete bridge pier. Firstly, greater prestressed tendon ratio and more longitudinal reinforcement can lead to more obvious pier's hysteresis loop "pinching effect," smaller residual displacement, and lower energy dissipation capacity. Secondly, the greater the stirrup reinforcement ratio is, the greater the hysteresis loop area is. That also means that bridge piers will have better ductility and stronger shear capacity. The results of the research will provide a theoretical basis for the hysteretic behavior analysis of the prestressed concrete pier. PMID:24578635

  3. Hysteretic Behavior of Prestressed Concrete Bridge Pier with Fiber Model

    PubMed Central

    Hui-li, Wang; Guang-qi, Feng; Si-feng, Qin

    2014-01-01

    The hysteretic behavior and seismic characteristics of the prestressed concrete bridge pier were researched. The effects of the prestressed tendon ratio, the longitudinal reinforcement ratio, and the stirrup reinforcement ratio on the hysteretic behavior and seismic characteristics of the prestressed concrete bridge pier have been obtained with the fiber model analysis method. The analysis show some results about the prestressed concrete bridge pier. Firstly, greater prestressed tendon ratio and more longitudinal reinforcement can lead to more obvious pier's hysteresis loop “pinching effect,” smaller residual displacement, and lower energy dissipation capacity. Secondly, the greater the stirrup reinforcement ratio is, the greater the hysteresis loop area is. That also means that bridge piers will have better ductility and stronger shear capacity. The results of the research will provide a theoretical basis for the hysteretic behavior analysis of the prestressed concrete pier. PMID:24578635

  4. 626628 North Eutaw Street (Commercial Building), 626628 North Eutaw Street ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    626-628 North Eutaw Street (Commercial Building), 626-628 North Eutaw Street & 400-412 Druid Hill Avenue on a block bounded by North Eutaw Street, George Street, Jaspar Street, & Druid Hill Avenue, Baltimore, Independent City, MD

  5. 24 CFR 3285.303 - Piers.

    Code of Federal Regulations, 2012 CFR

    2012-04-01

    ... used to support the home. (2) Center beam/mating wall support must be required for multi-section homes... assumptions: maximum 16 ft. nominal section width (15 ft. actual width), 12” eave, 10” I-beam size, 300 lbs... ft. actual width), 12” eave, 10” I-beam size, 300 lbs. pier dead load, 10 psf roof dead load, 6...

  6. 2. View of pier #3, West approach, Detroit Superior High ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    2. View of pier #3, West approach, Detroit Superior High Level bridge (1914-1917). Pier #3 and #4 support the steel rive span. They are 116 feet by 80 feet at the base and rest on stiff blue clay 45 feet below the surface of the river. Cast-steel bolsters of the three-hinge steel arch are anchored by structural steel grillage to the masory piers. - Detroit Superior High Level Bridge, Cleveland, Cuyahoga County, OH

  7. EXTERIOR VIEW, LOOKING TOWARDS TUSCALOOSA, WITH CONCRETE PIERS AND CENTER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    EXTERIOR VIEW, LOOKING TOWARDS TUSCALOOSA, WITH CONCRETE PIERS AND CENTER SPAN. - Gulf, Mobile & Ohio Railroad Bridge, Spans Black Warrior River between Northport & Tuscaloosa, Tuscaloosa, Tuscaloosa County, AL

  8. EXTERIOR VIEW, LOOKING TOWARDS TUSCALOOSA, WITH APPROACH, CONCRETE PIERS AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    EXTERIOR VIEW, LOOKING TOWARDS TUSCALOOSA, WITH APPROACH, CONCRETE PIERS AND CENTER SPAN. - Gulf, Mobile & Ohio Railroad Bridge, Spans Black Warrior River between Northport & Tuscaloosa, Tuscaloosa, Tuscaloosa County, AL

  9. Underside of span over Pickering Creek, showing highly skewed piers, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Underside of span over Pickering Creek, showing highly skewed piers, looking south. - Pennsylvania Railroad, Pickering Creek Trestle, Spanning Pickering Creek, south of Buckwalter Road, Pickering, Chester County, PA

  10. 49. Pier 4 of the 1927 bridge is visible in ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    49. Pier 4 of the 1927 bridge is visible in the upper left of the image. The corresponding pier of the 1959 bridge is visible in the center top of the image. - Carquinez Bridge, Spanning Carquinez Strait at Interstate 80, Vallejo, Solano County, CA

  11. 71. VIEW SHOWING PROGRESS ON ABUTMENT A AND PIERS 9, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    71. VIEW SHOWING PROGRESS ON ABUTMENT A AND PIERS 9, 10, AND 11. CONCRETE BEING PLACED IN PIER 11-B, LOOKING NORTHWEST. Taken on August 8, 1935. - Upper Mississippi River 9-Foot Channel, Lock & Dam No. 10, Guttenberg, Clayton County, IA

  12. 36. 'Firing Pier, First Floor Plan, Section No. 1,' submitted ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    36. 'Firing Pier, First Floor Plan, Section No. 1,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3862-46, Y&D Drawing 190836. Scale 1/4' = 1'. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  13. 39. 'Firing Pier, First Floor Plan, Section No. 4,' submitted ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    39. 'Firing Pier, First Floor Plan, Section No. 4,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3865-46, Y&D Drawing 190839. Scale 1/4' = 1'. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  14. 42. 'Firing Pier, Second Floor Plan, Section No. 3,' submitted ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    42. 'Firing Pier, Second Floor Plan, Section No. 3,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3868-46, Y&D Drawing 190842. Scale 1/4' = 1'. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  15. 33. 'Firing Pier, Elevations, North & South,' submitted 29 December ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    33. 'Firing Pier, Elevations, North & South,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3870-46, Y&D Drawing 190844. Scales as noted. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  16. 38. 'Firing Pier, First Floor Plan, Section No. 3,' submitted ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    38. 'Firing Pier, First Floor Plan, Section No. 3,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3864-46, Y&D Drawing 190838. Scale 1/4' = 1'. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  17. 43. 'Firing Pier, Third and Fourth Floors and Roof Plan,' ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    43. 'Firing Pier, Third and Fourth Floors and Roof Plan,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3869-46, Y&D Drawing 190843. Scale 1/4' = 1'. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  18. 35. 'Firing Pier, Cross Sections, Looking South,' submitted 29 December ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    35. 'Firing Pier, Cross Sections, Looking South,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3874-46, Y&D Drawing 190848. Scale 1/8' = 1'. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  19. 32. 'Firing Pier, Elevation, West,' submitted 29 December 1941 by ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    32. 'Firing Pier, Elevation, West,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3872-46, Y&D Drawing 190846. Scale 1/8' = 1'. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  20. 40. 'Firing Pier, Second Floor Plan, Section No. 1,' submitted ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    40. 'Firing Pier, Second Floor Plan, Section No. 1,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3866-46, Y&D Drawing 190840. Scale 1/4' = 1'. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  1. 37. 'Firing Pier, First Floor Plan, Section No. 2,' submitted ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    37. 'Firing Pier, First Floor Plan, Section No. 2,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3863-46, Y&D Drawing 190837. Scale 1/4' = 1. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  2. 34. 'Firing Pier, Longitudinal Sectional Elevation, Looking East,' submitted 29 ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    34. 'Firing Pier, Longitudinal Sectional Elevation, Looking East,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3873-46, Y&D Drawing 190847. Scale 1/8' = 1'. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  3. 31. 'Firing Pier, Elevation, East,' submitted 29 December 1941 by ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    31. 'Firing Pier, Elevation, East,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3871-46, Y&D Drawing 190845. Scale 1/8' = 1' - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  4. 41. 'Firing Pier, Second Floor Plan, Section No. 2,' submitted ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    41. 'Firing Pier, Second Floor Plan, Section No. 2,' submitted 29 December 1941 by John Brackett, Consulting Engineer, to Public Works Department, Bureau of Yards & Docks. PW Drawing 3867-46, Y&D Drawing 190841. Scale 1/4' = 1'. - Naval Torpedo Station, Firing Pier, North end of Gould Island in Narragansett Bay, Newport, Newport County, RI

  5. 14. PROJECT PLAN, INTAKE PIER, RAW WATER CONDUITS, PUMPING STATION ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. PROJECT PLAN, INTAKE PIER, RAW WATER CONDUITS, PUMPING STATION FORCE MAINS, TREATED WATER PIPELINES, AND FILTRATION PLANT, SHEET 1 OF 117, 1920. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  6. 11. UNDERSIDE, VIEW PERPENDICULAR TO PIERS, SHOWING FLOOR SYSTEM OBLIQUELY ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    11. UNDERSIDE, VIEW PERPENDICULAR TO PIERS, SHOWING FLOOR SYSTEM OBLIQUELY AND NORTH PIER. LOOKING NORTH. - Route 31 Bridge, New Jersey Route 31, crossing disused main line of Central Railroad of New Jersey (C.R.R.N.J.) (New Jersey Transit's Raritan Valley Line), Hampton, Hunterdon County, NJ

  7. 2. OVERALL VIEW OF INTAKE PIER AND ACCESS BRIDGE, LOOKING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    2. OVERALL VIEW OF INTAKE PIER AND ACCESS BRIDGE, LOOKING NORTH. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  8. 16. INTAKE PIER, PLANS ELEVATIONS, AND SECTIONS, SHEETS 5 OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. INTAKE PIER, PLANS ELEVATIONS, AND SECTIONS, SHEETS 5 OF 117, 1920. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  9. 18. INTAKE PIER, BRIDGE DETAILS, SHEET 9 OF 117, 1920. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    18. INTAKE PIER, BRIDGE DETAILS, SHEET 9 OF 117, 1920. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  10. 3. APPROACH TO THE ACCESS BRIDGE AND INTAKE PIER, LOOKING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    3. APPROACH TO THE ACCESS BRIDGE AND INTAKE PIER, LOOKING SOUTHWEST. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  11. 17. INTAKE PIER, BRIDGE STRESS SHEET, SHEET 8 OF 117, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    17. INTAKE PIER, BRIDGE STRESS SHEET, SHEET 8 OF 117, 1920. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  12. 9. VIEW OF INTAKE PIER AND MAIN SPAN OF ACCESS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. VIEW OF INTAKE PIER AND MAIN SPAN OF ACCESS BRIDGE FROM WATER LEVEL, LOOKING NORTHWEST. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  13. 7. DETAIL OF INTAKE PIER, LOOKING SOUTHWEST FROM EASTERN SACRAMENTO ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. DETAIL OF INTAKE PIER, LOOKING SOUTHWEST FROM EASTERN SACRAMENTO LEVEE. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  14. 4. DETAIL OF THE BRIDGE PIER SHOWING THE SUSPENSION CABLE, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    4. DETAIL OF THE BRIDGE PIER SHOWING THE SUSPENSION CABLE, LOOKING SOUTHWEST. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  15. 11. DETAIL VIEW OF APPROACH TO INTAKE PIER FROM ACCESS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    11. DETAIL VIEW OF APPROACH TO INTAKE PIER FROM ACCESS BRIDGE, SHOWING DOOR TO INTERIOR GATE OPERATOR ROOM, LOOKING WEST. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  16. 5. OBLIQUE VIEW OF INTAKE PIER AND ACCESS BRIDGE, LOOKING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. OBLIQUE VIEW OF INTAKE PIER AND ACCESS BRIDGE, LOOKING SOUTHWEST, FROM THE EASTERN LEVEE. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  17. 21 CFR 1240.86 - Protection of pier water system.

    Code of Federal Regulations, 2012 CFR

    2012-04-01

    ... 21 Food and Drugs 8 2012-04-01 2012-04-01 false Protection of pier water system. 1240.86 Section 1240.86 Food and Drugs FOOD AND DRUG ADMINISTRATION, DEPARTMENT OF HEALTH AND HUMAN SERVICES (CONTINUED... interstate traffic shall make a connection between its nonpotable water system and any pier potable...

  18. 21 CFR 1240.86 - Protection of pier water system.

    Code of Federal Regulations, 2010 CFR

    2010-04-01

    ... 21 Food and Drugs 8 2010-04-01 2010-04-01 false Protection of pier water system. 1240.86 Section 1240.86 Food and Drugs FOOD AND DRUG ADMINISTRATION, DEPARTMENT OF HEALTH AND HUMAN SERVICES (CONTINUED... interstate traffic shall make a connection between its nonpotable water system and any pier potable...

  19. 21 CFR 1240.86 - Protection of pier water system.

    Code of Federal Regulations, 2014 CFR

    2014-04-01

    ... 21 Food and Drugs 8 2014-04-01 2014-04-01 false Protection of pier water system. 1240.86 Section 1240.86 Food and Drugs FOOD AND DRUG ADMINISTRATION, DEPARTMENT OF HEALTH AND HUMAN SERVICES (CONTINUED... interstate traffic shall make a connection between its nonpotable water system and any pier potable...

  20. 20. Detail of sandstone pier under north line of trusses ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    20. Detail of sandstone pier under north line of trusses showing granite pier cap (darker stone) which supports the vertical strut. View to east. - Selby Avenue Bridge, Spanning Short Line Railways track at Selby Avenue between Hamline & Snelling Avenues, Saint Paul, Ramsey County, MN

  1. 33 CFR 118.100 - Retroreflective panels on bridge piers.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... 33 Navigation and Navigable Waters 1 2012-07-01 2012-07-01 false Retroreflective panels on bridge... SECURITY BRIDGES BRIDGE LIGHTING AND OTHER SIGNALS § 118.100 Retroreflective panels on bridge piers. The... 12 inches square. (c) To mark bridge piers or channel sides on bridges not required to have...

  2. 33 CFR 118.140 - Painting bridge piers.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... 33 Navigation and Navigable Waters 1 2011-07-01 2011-07-01 false Painting bridge piers. 118.140 Section 118.140 Navigation and Navigable Waters COAST GUARD, DEPARTMENT OF HOMELAND SECURITY BRIDGES BRIDGE LIGHTING AND OTHER SIGNALS § 118.140 Painting bridge piers. The District Commander may...

  3. 33 CFR 118.100 - Retroreflective panels on bridge piers.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... 33 Navigation and Navigable Waters 1 2011-07-01 2011-07-01 false Retroreflective panels on bridge... SECURITY BRIDGES BRIDGE LIGHTING AND OTHER SIGNALS § 118.100 Retroreflective panels on bridge piers. The... 12 inches square. (c) To mark bridge piers or channel sides on bridges not required to have...

  4. 33 CFR 118.140 - Painting bridge piers.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... 33 Navigation and Navigable Waters 1 2014-07-01 2014-07-01 false Painting bridge piers. 118.140 Section 118.140 Navigation and Navigable Waters COAST GUARD, DEPARTMENT OF HOMELAND SECURITY BRIDGES BRIDGE LIGHTING AND OTHER SIGNALS § 118.140 Painting bridge piers. The District Commander may...

  5. 33 CFR 118.140 - Painting bridge piers.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... 33 Navigation and Navigable Waters 1 2012-07-01 2012-07-01 false Painting bridge piers. 118.140 Section 118.140 Navigation and Navigable Waters COAST GUARD, DEPARTMENT OF HOMELAND SECURITY BRIDGES BRIDGE LIGHTING AND OTHER SIGNALS § 118.140 Painting bridge piers. The District Commander may...

  6. 33 CFR 118.140 - Painting bridge piers.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... 33 Navigation and Navigable Waters 1 2010-07-01 2010-07-01 false Painting bridge piers. 118.140 Section 118.140 Navigation and Navigable Waters COAST GUARD, DEPARTMENT OF HOMELAND SECURITY BRIDGES BRIDGE LIGHTING AND OTHER SIGNALS § 118.140 Painting bridge piers. The District Commander may...

  7. 33 CFR 118.100 - Retroreflective panels on bridge piers.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... 33 Navigation and Navigable Waters 1 2010-07-01 2010-07-01 false Retroreflective panels on bridge... SECURITY BRIDGES BRIDGE LIGHTING AND OTHER SIGNALS § 118.100 Retroreflective panels on bridge piers. The... 12 inches square. (c) To mark bridge piers or channel sides on bridges not required to have...

  8. 33 CFR 118.140 - Painting bridge piers.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... 33 Navigation and Navigable Waters 1 2013-07-01 2013-07-01 false Painting bridge piers. 118.140 Section 118.140 Navigation and Navigable Waters COAST GUARD, DEPARTMENT OF HOMELAND SECURITY BRIDGES BRIDGE LIGHTING AND OTHER SIGNALS § 118.140 Painting bridge piers. The District Commander may...

  9. 33 CFR 118.100 - Retroreflective panels on bridge piers.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... 33 Navigation and Navigable Waters 1 2014-07-01 2014-07-01 false Retroreflective panels on bridge... SECURITY BRIDGES BRIDGE LIGHTING AND OTHER SIGNALS § 118.100 Retroreflective panels on bridge piers. The... 12 inches square. (c) To mark bridge piers or channel sides on bridges not required to have...

  10. 33 CFR 118.100 - Retroreflective panels on bridge piers.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... 33 Navigation and Navigable Waters 1 2013-07-01 2013-07-01 false Retroreflective panels on bridge... SECURITY BRIDGES BRIDGE LIGHTING AND OTHER SIGNALS § 118.100 Retroreflective panels on bridge piers. The... 12 inches square. (c) To mark bridge piers or channel sides on bridges not required to have...

  11. 10. Historic view, Pier 11. Aerial view to east, 1943. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. Historic view, Pier 11. Aerial view to east, 1943. Photographic copy of photo. Boston National Historical Park Archives, Charlestown Navy Yard. - Charlestown Navy Yard, Pier 11, Charlestown Waterfront at confluence of Little Mystic Channel & Mystic River at northernmost ent of Navy Yard, Boston, Suffolk County, MA

  12. Analysis of onsite measurements of scour at piers

    USGS Publications Warehouse

    Froehlich, David C.

    1988-01-01

    Existing onsite measurements of local scour at bridge piers were assembled and analyzed to obtain an equation that predicts the expected maximum depth of local scour at a bridge pier. A safety factor is suggested that provides a reasonable margin of error for design purposes.

  13. 346. Caltrans, Photographer July 8, 1935 "PIER El"; VIEW OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    346. Caltrans, Photographer July 8, 1935 "PIER E-l"; VIEW OF PIER E-I, DECK TRUSS, AND CANTILEVER TRUSS ANCHOR ARM UNDER CONSTRUCTION. 5-1583 - San Francisco Oakland Bay Bridge, Spanning San Francisco Bay, San Francisco, San Francisco County, CA

  14. Oblique perspective, due east by 70 degrees. Note concrete pier, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Oblique perspective, due east by 70 degrees. Note concrete pier, added CA. 1930's. Other piers and abutments are heavily mortared rubble stone. - Watson Mill Bridge, Spanning South Fork Broad River, Watson Mill Road, Watson Mill Bridge State Park, Comer, Madison County, GA

  15. 5. View of industrial service building at center of pier, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. View of industrial service building at center of pier, looking southeast with Boston in distance. - Charlestown Navy Yard, Pier 11, Charlestown Waterfront at confluence of Little Mystic Channel & Mystic River at northernmost ent of Navy Yard, Boston, Suffolk County, MA

  16. 1. General view of Pier 11 from Building 131, view ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    1. General view of Pier 11 from Building 131, view to east, with Little Mystic Channel in distance. - Charlestown Navy Yard, Pier 11, Charlestown Waterfront at confluence of Little Mystic Channel & Mystic River at northernmost ent of Navy Yard, Boston, Suffolk County, MA

  17. 24. Demolitin of Pier G reveals the center bays at ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    24. Demolitin of Pier G reveals the center bays at the track well in transverse section. Note structural system of first, second, and third floors, as well as the monitor roof. - Lehigh Valley Railroad, Pier G, Jersey City, Hudson County, NJ

  18. 13. View of interior, first floor of Pier G looking ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. View of interior, first floor of Pier G looking northeastward at the northwestern side of the track well. The lattice-braced steel box columns carry the plate girder over the track well. The column-bay numbering system gains from southwest to northeast. - Lehigh Valley Railroad, Pier G, Jersey City, Hudson County, NJ

  19. 25. View is the side of pier #6 showing ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    25. View is the side of pier #6 - showing the junction of the last pony truss and the first through truss. Note the way the end posts are attached this pier extension. For a top view of this, see CA-22. - Weidemeyer Bridge, Spanning Thomes Creek at Rawson Road, Corning, Tehama County, CA

  20. 10. DETAIL VIEW OF LOWER LEVEL OF INTAKE PIER SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. DETAIL VIEW OF LOWER LEVEL OF INTAKE PIER SHOWING THE RIVER HEIGHT INDICATOR, ONE OF THE FIVE GATE OPENINGS, AND MOORINGS, LOOKING SOUTHWEST. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  1. 1. OVERALL VIEW OF INTAKE PIER AND ACCESS BRIDGE, LOOKING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    1. OVERALL VIEW OF INTAKE PIER AND ACCESS BRIDGE, LOOKING NORTHEAST FROM WESTERN LEVEE OF THE SACRAMENTO RIVER. - Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  2. 16. Photocopy of drawing dated January 20, 1958, SIDE ELEVATIONS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. Photocopy of drawing dated January 20, 1958, SIDE ELEVATIONS AND DETAILS, REHABILITATION OF PIERSHED AT FOOT OF 29TH ST. city of New York Department of Marine and Aviation, Contract 3049, Drawing 2. (On file, city of New York Department of Ports and Trade). - South Brooklyn Freight Terminal, 29th Street Pier, Opposite end of Twenty-ninth Street on upper New York Bay, Brooklyn, Kings County, NY

  3. 12. Photocopy of drawing dated January 20, 1958, GENERAL PLAN, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. Photocopy of drawing dated January 20, 1958, GENERAL PLAN, REHABILITATION OF PIERSHED AT FOOT OF 29TH ST. City of New York Department of Marine and Aviation, Contract 3049, Drawing 1. (On file, City of New York Department of Ports and Trade). - South Brooklyn Freight Terminal, 29th Street Pier, Opposite end of Twenty-ninth Street on upper New York Bay, Brooklyn, Kings County, NY

  4. 14. Photocopy of drawing dated January 20, 1958, FRONT FRAMING, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. Photocopy of drawing dated January 20, 1958, FRONT FRAMING, REHABILITATION OF PIERSHED AT FOOT OF 29TH ST. City of New York Department of Marine and Aviation, Contract 3049, Drawing 5. (On file, City of New York Department of Ports and Trade). - South Brooklyn Freight Terminal, 29th Street Pier, Opposite end of Twenty-ninth Street on upper New York Bay, Brooklyn, Kings County, NY

  5. 15. Photocopy of drawing dated January 20, 1958, END ELEVATIONS, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    15. Photocopy of drawing dated January 20, 1958, END ELEVATIONS, REHABILITATION OF PIERSHED AT FOOT OF 29TH ST. City of New York Department of Marine and Aviation, Contract 3049, Drawing 2. (On file, City of New York Department of Ports and Trade). - South Brooklyn Freight Terminal, 29th Street Pier, Opposite end of Twenty-ninth Street on upper New York Bay, Brooklyn, Kings County, NY

  6. 13. Photocopy of drawing dated January 20, 1958, CROSS SECTION, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. Photocopy of drawing dated January 20, 1958, CROSS SECTION, REHABILITATION OF PIERSHED AT FOOT OF 29TH ST. city of New York Department of Marine and Aviation, Contract 3049, Drawing 3. (On file, City of New York Department of Ports and Trade). - South Brooklyn Freight Terminal, 29th Street Pier, Opposite end of Twenty-ninth Street on upper New York Bay, Brooklyn, Kings County, NY

  7. Proceedings of the Conference of the International Group for the Psychology of Mathematics Education (29th, Melbourne, Australia, July 10-15, 2005). Volume 2

    ERIC Educational Resources Information Center

    Chick, Helen L., Ed.; Vincent, Jill L., Ed.

    2005-01-01

    This document contains the second volume of the proceedings of the 29th Conference of the International Group for the Psychology of Mathematics Education. Conference papers are centered around the theme of "Learners and Learning Environments." This volume features 43 research reports by presenters with last names beginning between Adl and Fre: (1)…

  8. Proceedings of the Conference of the International Group for the Psychology of Mathematics Education (29th, Melbourne, Australia, July 10-15, 2005). Volume 3

    ERIC Educational Resources Information Center

    Chick, Helen L., Ed.; Vincent, Jill L., Ed.

    2005-01-01

    The third volume of the 29th annual conference of the International Group for the Psychology of Mathematics Education contains full research report papers. Papers include: (1) Students' Use of ICT Tools: Choices and Reasons (Anne Berit Fuglestad); (2) Interaction of Modalities in Cabri: A Case Study (Fulvia Furinghetti, Francesca Morselli, and…

  9. Proceedings of the Conference of the International Group for the Psychology of Mathematics Education (29th, Melbourne, Australia, July 10-15, 2005). Volume 4

    ERIC Educational Resources Information Center

    Chick, Helen L., Ed.; Vincent, Jill L., Ed.

    2005-01-01

    This document is the fourth volume of the proceedings of the 29th Conference of the International Group for the Psychology of Mathematics Education. Conference papers are centered around the theme of "Learners and Learning Environments." This volume features 42 research reports by presenters with last names beginning between Mul and Wu: (1) Case…

  10. Proceedings of the Conference of the International Group for the Psychology of Mathematics Education (29th, Melbourne, Australia, July 10-15, 2005). Volume 1

    ERIC Educational Resources Information Center

    Chick, Helen L., Ed.; Vincent, Jill L., Ed.

    2005-01-01

    The first volume of the 29th annual conference of the International Group for the Psychology of Mathematics Education contains plenary lecture and research forum papers as listed below. Short oral communications papers, poster presentations, brief summaries of discussion groups, and working sessions are also included in the volume. The plenary…

  11. 76 FR 11337 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-03-02

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor on the evening of March 12... Harbor, Navy Pier Southeast, Chicago, IL for the following event: (1) Navy Pier Fireworks; March 12,...

  12. 75 FR 58304 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2010-09-24

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in ] Chicago Harbor from September 18, 2010..., Navy Pier Southeast, Chicago, IL, 33 CFR 165.931 for the following events: (1) Navy Pier Fireworks;...

  13. Reliability and Validity Evidence of the Chinese Piers-Harris Children's Self-Concept Scale Scores among Taiwanese Children

    ERIC Educational Resources Information Center

    Flahive, Mon-hsin Wang; Chuang, Ying-Chih; Li, Chien-Mo

    2011-01-01

    The Piers-Harris Children's Self-Concept Scale-Second Edition (Piers-Harris 2) was designed to measure self-concept among children and adolescents. This study aimed to assess the reliability and validity of the scores of the Chinese version of the Piers-Harris 2 (Chinese Piers-Harris). The Chinese Piers-Harris 2 was administered to 243 Taiwanese…

  14. 10. Detail of truss located on top the northeast pier, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. Detail of truss located on top the northeast pier, looking southwest. - Bridge No. 4800, Spanning Minnesota River on Trunk Highway 4 between Brown & Nicollet Counties, Sleepy Eye, Brown County, MN

  15. 5. GENERAL PLAN OF STRUCTURAL AND REINFORCING STEEL, PIERS AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. GENERAL PLAN OF STRUCTURAL AND REINFORCING STEEL, PIERS AND DETAILS FOR SWIMMING POOL Drawing 103-21 - Glen Echo Park, Crystal Swimming Pool, 7300 McArthur Boulevard, Glen Echo, Montgomery County, MD

  16. 13. POWERHOUSE FOREMAN'S BUNGALOW. DETAIL OF PORCH PIER. VIEW TO ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. POWERHOUSE FOREMAN'S BUNGALOW. DETAIL OF PORCH PIER. VIEW TO NORTHEAST. - Thompson Falls Hydroelectric Project, Power Foreman's Bungalow, On island between Forebay Channel & ClarkFord River, Thompson Falls, Sanders County, MT

  17. 93. DAM ROLLER GATE PIER SECTION AND ELEVATION ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    93. DAM - ROLLER GATE PIER - SECTION AND ELEVATION (ML-8-40/3-FS) June 1935 - Upper Mississippi River 9-Foot Channel, Lock & Dam No. 8, On Mississippi River near Houston County, MN, Genoa, Vernon County, WI

  18. 6. DETAIL VIEW OF DAM, SHOWING TAINTER GATES, GATE PIERS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. DETAIL VIEW OF DAM, SHOWING TAINTER GATES, GATE PIERS AND DAM BRIDGE, WITH ROLLER GATE HEADHOUSE IN BACKGROUND, LOOKING EAST, UPSTREAM - Upper Mississippi River 9-Foot Channel, Lock & Dam No. 10, Guttenberg, Clayton County, IA

  19. 5. DETAIL VIEW OF DAM, SHOWING TAINTER GATES, GATE PIERS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. DETAIL VIEW OF DAM, SHOWING TAINTER GATES, GATE PIERS AND DAM BRIDGE, WITH ROLLER GATE HEADHOUSES IN BACKGROUND, LOOKING NORTHWEST, UPSTREAM - Upper Mississippi River 9-Foot Channel, Lock & Dam No. 10, Guttenberg, Clayton County, IA

  20. 25. DETAIL VIEW OF TAINTER GATE, SHOWING GATE PIER, SWITCH ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    25. DETAIL VIEW OF TAINTER GATE, SHOWING GATE PIER, SWITCH AND CHAIN MOUNTED ON UNDERSIDE OF DAM BRIDGE, LOOKING SOUTHEAST - Upper Mississippi River 9-Foot Channel, Lock & Dam No. 10, Guttenberg, Clayton County, IA

  1. 24. DETAIL VIEW OF TAINTER GATE, SHOWING GATE PIER, SWITCH ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    24. DETAIL VIEW OF TAINTER GATE, SHOWING GATE PIER, SWITCH AND CHAIN MOUNTED ON UNDERSIDE OF DAM BRIDGE, LOOKING SOUTHEAST - Upper Mississippi River 9-Foot Channel, Lock & Dam No. 10, Guttenberg, Clayton County, IA

  2. Sacramento River Water Treatment Plant Intake Pier & Access Bridge, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Sacramento River Water Treatment Plant Intake Pier & Access Bridge, Spanning Sacramento River approximately 175 feet west of eastern levee on river; roughly .5 mile downstream from confluence of Sacramento & American Rivers, Sacramento, Sacramento County, CA

  3. Visitor center flight room, detail of twin structural piers at ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Visitor center flight room, detail of twin structural piers at northeast corner supporting flight room dome - Wright Brothers National Memorial Visitor Center, Highway 158, Kill Devil Hills, Dare County, NC

  4. 19. WEST ANCHOR SPAN OF THROUGH TRUSS AND PIERS NO. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    19. WEST ANCHOR SPAN OF THROUGH TRUSS AND PIERS NO. 2 AND 3, FROM WEST RIVERBANK. VIEW TO NORTH. - MacArthur Bridge, Spanning Mississippi River on Highway 34 between IA & IL, Burlington, Des Moines County, IA

  5. 12. DETAIL OF THROUGH TRUSS SPANS AND PIERS NO. 3, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. DETAIL OF THROUGH TRUSS SPANS AND PIERS NO. 3, 4 AND 5, FROM WEST RIVERBANK. VIEW TO NORTHEAST. - MacArthur Bridge, Spanning Mississippi River on Highway 34 between IA & IL, Burlington, Des Moines County, IA

  6. 23. UPSTREAM DETAIL OF PIER NO. 2 AND THROUGH AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    23. UPSTREAM DETAIL OF PIER NO. 2 AND THROUGH AND DECK TRUSS END PANELS. VIEW TO SOUTHEAST. - MacArthur Bridge, Spanning Mississippi River on Highway 34 between IA & IL, Burlington, Des Moines County, IA

  7. 22. DOWNSTREAM DETAIL OF PIER NO. 3, TRUSS TOWER AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    22. DOWNSTREAM DETAIL OF PIER NO. 3, TRUSS TOWER AND CANTILEVER ARMS. VIEW TO NORTHEAST. - MacArthur Bridge, Spanning Mississippi River on Highway 34 between IA & IL, Burlington, Des Moines County, IA

  8. 25. DETAIL OF PIER NO. 2, SHOWING THROUGH AND DECK ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    25. DETAIL OF PIER NO. 2, SHOWING THROUGH AND DECK TRUSS BEARING SHOES. VIEW TO NORTHEAST. - MacArthur Bridge, Spanning Mississippi River on Highway 34 between IA & IL, Burlington, Des Moines County, IA

  9. 24. DOWNSTREAM DETAIL OF PIER NO. 2 AND THROUGH AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    24. DOWNSTREAM DETAIL OF PIER NO. 2 AND THROUGH AND DECK TRUSS END PANELS. VIEW TO NORTHEAST. - MacArthur Bridge, Spanning Mississippi River on Highway 34 between IA & IL, Burlington, Des Moines County, IA

  10. 18. WEST DECK TRUSS APPROACH SPAN AND PIERS NO. 1 ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    18. WEST DECK TRUSS APPROACH SPAN AND PIERS NO. 1 AND 2, FROM WEST RIVERBANK. VIEW TO NORTHEAST. - MacArthur Bridge, Spanning Mississippi River on Highway 34 between IA & IL, Burlington, Des Moines County, IA

  11. 16. OBLIQUE VIEW OF UNDERSTRUCTURE, SHOWING NORTH PIER, ARCH RIBS, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. OBLIQUE VIEW OF UNDERSTRUCTURE, SHOWING NORTH PIER, ARCH RIBS, COLUMNS, AND SWAY BRACING, LOOKING SOUTH - Chili Bar Bridge, Spanning South Fork of American River at State Highway 193, Placerville, El Dorado County, CA

  12. 12. VIEW OF DOWNSTREAM ELEVATION, LOOKING SOUTHEAST. PIER OF OLD ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. VIEW OF DOWNSTREAM ELEVATION, LOOKING SOUTHEAST. PIER OF OLD BRIDGE IS IN FOREGROUND - Chili Bar Bridge, Spanning South Fork of American River at State Highway 193, Placerville, El Dorado County, CA

  13. 23. DETAILS, INCLUDING PIER PLAN AND SECTION AND PLACEMENT OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    23. DETAILS, INCLUDING PIER PLAN AND SECTION AND PLACEMENT OF REINFORCING STEEL, DETAIL OF RAILING, FLOOR SYSTEM REINFORCEMENT. February 4, 1922 - Chili Bar Bridge, Spanning South Fork of American River at State Highway 193, Placerville, El Dorado County, CA

  14. Substructure Main Bridge, Pier A Huey P. Long ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Substructure - Main Bridge, Pier A - Huey P. Long Bridge, Spanning Mississippi River approximately midway between nine & twelve mile points upstream from & west of New Orleans, Jefferson, Jefferson Parish, LA

  15. 51. VIEW SHOWING THE POURING OF CAP ON PIER 7, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    51. VIEW SHOWING THE POURING OF CAP ON PIER 7, LOOKING WEST FROM BARGE, December 22, 1934 - Sacramento River Bridge, Spanning Sacramento River at California State Highway 275, Sacramento, Sacramento County, CA

  16. 20. Detail, Pier 3, with large stone riprap showing depth ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    20. Detail, Pier 3, with large stone riprap showing depth of scour which has taken place since bridge was completed; view to northwest. - Parks Bar Bridge, Spanning Yuba River at State Highway 20, Smartville, Yuba County, CA

  17. Detail of track girder, south portal and granite piers at ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail of track girder, south portal and granite piers at low tide. View Northwest - New York, New Haven & Hartford Railroad, Fort Point Channel Rolling Lift Bridge, Spanning Fort Point Channel, Boston, Suffolk County, MA

  18. 16. PIER CAP DETAIL, SHOWING EXPANSION AND FIXED BEARING SHOES, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. PIER CAP DETAIL, SHOWING EXPANSION AND FIXED BEARING SHOES, BOTTOM CHORD / END POST CONNECTION AND CANTILEVERED SIDEWALK. VIEW TO WEST. - Holbrook Bridge, Spanning Little Colorado River at AZ 77, Holbrook, Navajo County, AZ

  19. 14. DETAIL OF SECOND NORTH APPROACH SPAN, SHOWING STEEL PIERS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. DETAIL OF SECOND NORTH APPROACH SPAN, SHOWING STEEL PIERS AND CANTILEVERED CONCRETE PEDESTAL. VIEW TO SOUTH. - Navajo Bridge, Spanning Colorado River at U.S. Highway 89 Alternate, Page, Coconino County, AZ

  20. NORTH NORTHWEST, SHOWING ABUTMENTS AND PIER MADE OF CUT, SQUARED ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    NORTH NORTHWEST, SHOWING ABUTMENTS AND PIER MADE OF CUT, SQUARED STONE WITH MORTARED JOINTS. - Crum Bridge, Spanning Little Muskingum River, TR 384A (formerly Old Camp Road), Rinard Mills, Monroe County, OH

  1. Detail view, looking west from eastern pier, showing stringers, lateral ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail view, looking west from eastern pier, showing stringers, lateral bracing and turnbuckles. - Monongahela Railroad, New Geneva Bridge, Spanning Monongahela River, South of Lock & Dam No. 7, New Geneva, Fayette County, PA

  2. Perspective view of bridge, looking west. Note that piers are ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Perspective view of bridge, looking west. Note that piers are wide enough to accommodate a second track. - Monongahela Railroad, New Geneva Bridge, Spanning Monongahela River, South of Lock & Dam No. 7, New Geneva, Fayette County, PA

  3. 7. DETAIL CENTRAL PIER (SKEWBACK) WITH BREAKWATER, UPSTREAM (EAST) SIDE. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. DETAIL CENTRAL PIER (SKEWBACK) WITH BREAKWATER, UPSTREAM (EAST) SIDE. NOTE FRACTURES ALONG BARREL ARCH EXTRADOS. - Roaring Creek Bridge, State Road 2005 spanning Roaring Creek in Locust Township, Slabtown, Columbia County, PA

  4. 19. ...INTAKE STRUCTURE AND PIER FOR SERVICE BRIDGE NEARING COMPLETION. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    19. ...INTAKE STRUCTURE AND PIER FOR SERVICE BRIDGE NEARING COMPLETION. Volume XVI, No. 14, September 29, 1939. - Prado Dam, Outlet Works, Santa Ana River near junction of State Highways 71 & 91, Corona, Riverside County, CA

  5. VIEW OF NORTHERN FACADE AND LOADING DOCK FROM PIER, LOOKING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    VIEW OF NORTHERN FACADE AND LOADING DOCK FROM PIER, LOOKING SOUTH - Eglin Air Force Base, Motor Repair Shop, Northwest of Flager Road, Chisk Lane & southern edge of Weekly Bayou, Valparaiso, Okaloosa County, FL

  6. 14. UNDERSIDE, SHOWING PIERS, CROSS BEAMS, AND CANTILEVERED EXTENSION OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. UNDERSIDE, SHOWING PIERS, CROSS BEAMS, AND CANTILEVERED EXTENSION OF BRIDGE FOR ACCESS TO WAREHOUSE, LOOKING NORTH - Appomattox Bridge, U.S. Route 1 over Appomattox River, Petersburg, Petersburg, VA

  7. TOOL CRIB FROM NORTHWEST, SHOWING ALUMINUM DOORS, STONE PIER, GYPSUM ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    TOOL CRIB FROM NORTHWEST, SHOWING ALUMINUM DOORS, STONE PIER, GYPSUM BOARD-FACED PARTITION AND ORIGINAL TIMBER STRUCTURE - Fort Huachuca, Cavalry Stable, Clarkson Road, Sierra Vista, Cochise County, AZ

  8. 30. View from pier of Stoney gates, looking west, of ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    30. View from pier of Stoney gates, looking west, of concrete-lined canal, completed in 1989. Photo by Jet Lowe, HAER, 1989. - Puget Sound Power & Light Company, White River Hydroelectric Project, 600 North River Avenue, Dieringer, Pierce County, WA

  9. 18. Detroit Superior Bridge, Foundation for west pier of river ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    18. Detroit Superior Bridge, Foundation for west pier of river span, dated 2/4/14. Drawing courtesy Office of the Cuyahoga County Engineer, Cleveland, Ohio. - Detroit Superior High Level Bridge, Cleveland, Cuyahoga County, OH

  10. 17. DETAIL OF FIRST NORTH APPROACH SPAN, SHOWING PIER, ENDPOST, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    17. DETAIL OF FIRST NORTH APPROACH SPAN, SHOWING PIER, ENDPOST, UPPER AND LOWER CHORDS AND DIAGONALS. VIEW TO SOUTH. - Navajo Bridge, Spanning Colorado River at U.S. Highway 89 Alternate, Page, Coconino County, AZ

  11. 34. DETAILS OF CAISSON FOR PIERS 2, 3, 4 AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    34. DETAILS OF CAISSON FOR PIERS 2, 3, 4 AND 5 TO BE BUILT ON SOIL OVERBURDEN - East Bloomsburg Bridge, Spanning Susquehanna River at Pennsylvania Route 487 (Legislative Route 283), Bloomsburg, Columbia County, PA

  12. 8. VIEW OF SOUTHERN PACIFIC RAILROAD BRIDGE, CENTER PIER BETWEEN ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. VIEW OF SOUTHERN PACIFIC RAILROAD BRIDGE, CENTER PIER BETWEEN U.S. AND RAILROAD, LOOKING NORTH. - Southern Pacific Railroad Bridge, Spanning Rio Grande at Southern Pacific Railroad, El Paso, El Paso County, TX

  13. 9. VIEW OF SOUTHERN PACIFIC RAILROAD BRIDGE, EAST PIER JOINING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. VIEW OF SOUTHERN PACIFIC RAILROAD BRIDGE, EAST PIER JOINING APPROACH SPAN AND HIGHWAY SPAN, LOOKING WEST/NORTHWEST. - Southern Pacific Railroad Bridge, Spanning Rio Grande at Southern Pacific Railroad, El Paso, El Paso County, TX

  14. 7. DETAIL VIEW OF DAM, SHOWING ROLLER GATES, GATE PIERS, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. DETAIL VIEW OF DAM, SHOWING ROLLER GATES, GATE PIERS, HEADHOUSES AND DAM BRIDGE, LOOKING NORTHWEST, UPSTREAM - Upper Mississippi River 9-Foot Channel, Lock & Dam No. 9, Lynxville, Crawford County, WI

  15. 37. VIEW, LOOKING EAST, OF TYPICAL MIDDLE PIER FRAMING SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    37. VIEW, LOOKING EAST, OF TYPICAL MIDDLE PIER FRAMING SHOWING COUNTERWEIGHTS FOR STEEL PEDESTRIAN BRIDGES - Central Railroad of New Jersey, Jersey City Ferry Terminal, Johnson Avenue at Hudson River, Jersey City, Hudson County, NJ

  16. 12. VIEW OF SOUTH BRIDGE PIER, UNDERSTRUCTURE, END POSTS AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. VIEW OF SOUTH BRIDGE PIER, UNDER-STRUCTURE, END POSTS AND PORTAL STRUT; FACING SOUTHWEST. - Walker Bridge, Spanning Klamath River and connecting Highway 96 and Walker Road, Klamath River, Siskiyou County, CA

  17. 13. VIEW OF SOUTHEAST BEARING SEAT ON SOUTHERN PIER AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. VIEW OF SOUTHEAST BEARING SEAT ON SOUTHERN PIER AND CONNECTION OF END POST AND LOWER CHORD; FACING SOUTHWEST. - Walker Bridge, Spanning Klamath River and connecting Highway 96 and Walker Road, Klamath River, Siskiyou County, CA

  18. 11. VIEW OF SOUTH BRIDGE PIER, BOTTOM LATERAL BRACING, LOWER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    11. VIEW OF SOUTH BRIDGE PIER, BOTTOM LATERAL BRACING, LOWER CHORD, STRINGERS, END POST AND BEARING SEAT; FACING SOUTHEAST. - Walker Bridge, Spanning Klamath River and connecting Highway 96 and Walker Road, Klamath River, Siskiyou County, CA

  19. 8. VIEW OF ROLLER GATE PIER AND ROLLER GATE OPERATING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. VIEW OF ROLLER GATE PIER AND ROLLER GATE OPERATING MACHINERY HOUSE, SHOWING SERVICE BRIDGE AND ROLLER GATE, LOOKING EAST - Upper Mississippi River Nine-Foot Channel Project, Lock & Dam No. 25, Cap au Gris, Lincoln County, MO

  20. 5. VIEW OF DAM, SHOWING TAINTER GATE PIERS, TAINTER GATE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. VIEW OF DAM, SHOWING TAINTER GATE PIERS, TAINTER GATE NO. 1, AND SERVICE BRIDGE, LOOKING SOUTHEAST (DOWNSTREAM) - Upper Mississippi River Nine-Foot Channel Project, Lock & Dam No. 25, Cap au Gris, Lincoln County, MO

  1. 4. VIEW OF DAM, SHOWING TAINTER GATE PIERS, TAINTER GATE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    4. VIEW OF DAM, SHOWING TAINTER GATE PIERS, TAINTER GATE NO. 1 SERVICE BRIDGE, AND LOCOMOTIVE CRANE, LOOKING NORTHEAST (UPSTREAM) - Upper Mississippi River Nine-Foot Channel Project, Lock & Dam No. 25, Cap au Gris, Lincoln County, MO

  2. 16. VIEW OF STORAGE YARD, SHOWING SERVICE BRIDGE AND PIERS, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. VIEW OF STORAGE YARD, SHOWING SERVICE BRIDGE AND PIERS, STORAGE BUILDING, POIREE DAM SUPPORTS, AND ASSORTED MATERIAL, LOOKING NORTHEAST - Upper Mississippi River Nine-Foot Channel Project, Lock & Dam No. 25, Cap au Gris, Lincoln County, MO

  3. 12. Detail: pier wall and undersides of encased steel beams: ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. Detail: pier wall and undersides of encased steel beams: easternmost steel beam span, facing west. - Puente del Caño Perdomo, Route PR-2 spanning Cano Perdomo Channel, Arecibo, Arecibo Municipio, PR

  4. 4. DETAIL VIEW OF TAINTER GATE PIER AND TAINTER GATE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    4. DETAIL VIEW OF TAINTER GATE PIER AND TAINTER GATE NO. 7 AND NON-SUBMERSIBLE TAINTER GATES, LOOKING WEST (UPSTREAM) - Upper Mississippi River 9-Foot Channel Project, Lock & Dam 26R, Alton, Madison County, IL

  5. 6. DETAIL VIEW OF TAINTER GATE PIER AND NONSUBMERSIBLE TAINTER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. DETAIL VIEW OF TAINTER GATE PIER AND NON-SUBMERSIBLE TAINTER GATE, SHOWING MAIN LOCK IN BACKGROUND, LOOKING NORTH (UPSTREAM) - Upper Mississippi River 9-Foot Channel Project, Lock & Dam 26R, Alton, Madison County, IL

  6. 12. DETAIL VIEW OF TYPICAL PIER, ENDPOSTS, AND BEARINGS (SPAN ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. DETAIL VIEW OF TYPICAL PIER, ENDPOSTS, AND BEARINGS (SPAN 3 right AND SPAN 4 left, LOOKING NORTHWEST (135mm lens) - Salinas River Bridge, Spanning Salinas River on Chualar River Road, Chualar, Monterey County, CA

  7. 13. View South, showing the remaining pier footings for the ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. View South, showing the remaining pier footings for the steam engine water tower for the Chesapeake and Ohio Railroad. - Cotton Hill Station Bridge, Spanning New River at State Route 16, Cotton Hill, Fayette County, WV

  8. 33. Steampowered pile driver working on footings for Pier 3, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    33. Steam-powered pile driver working on footings for Pier 3, with south abutment visible at right; view to south. - Parks Bar Bridge, Spanning Yuba River at State Highway 20, Smartville, Yuba County, CA

  9. 33 CFR 127.103 - Piers and wharves.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... facility handling LNG is in a region subject to earthquakes, the piers and wharves must be designed to resist earthquake forces. (b) Substructures, except moorings and breasting dolphins, that support or...

  10. 33 CFR 127.103 - Piers and wharves.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... facility handling LNG is in a region subject to earthquakes, the piers and wharves must be designed to resist earthquake forces. (b) Substructures, except moorings and breasting dolphins, that support or...

  11. Perspective view NW by 310. Note the concrete pier extending ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Perspective view NW by 310. Note the concrete pier extending from the bridge in the foreground. This way to allow maximum water flow during floods and rainy periods. - Weaverland Bridge, Quarry Road spanning Conestoga Creek, Terre Hill, Lancaster County, PA

  12. 21. Southern approach span plan and elevation views for pier ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    21. Southern approach span plan and elevation views for pier and abutment structural changes required after flood of December 1955 on Moody Bridge. - Moody Bridge, Spanning South Fork Eel River, Garberville, Humboldt County, CA

  13. 27. A VIEW TOWARD THE FISHING PIER AT THE EAST ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    27. A VIEW TOWARD THE FISHING PIER AT THE EAST END OF THE NORTH TRAINING WALL, SHOWING SIDE WALL CONSTRUCTION. - Oakland Harbor Training Walls, Mouth of Federal Channel to Inner Harbor, Oakland, Alameda County, CA

  14. 9. Bronze slide expansion plate at Pier 3, on right, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. Bronze slide expansion plate at Pier 3, on right, fixed end left. - Monongahela Connecting Railroad Company, Hot Metal Bridge, Spanning Monongahela River at mile post 3.1, Pittsburgh, Allegheny County, PA

  15. 4. DETAIL EXTERIOR VIEW LOOKING NORTHEAST, SHOWING PIERS AND MOVABLE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    4. DETAIL EXTERIOR VIEW LOOKING NORTHEAST, SHOWING PIERS AND MOVABLE STONEY GATES ON DOWNSTREAM FACE OF DAM/SPILLWAY. - Bonneville Project, Bonneville Dam, Columbia River, Bonneville, Multnomah County, OR

  16. Substructure Main Bridge, River Pier IV Huey P. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Substructure - Main Bridge, River Pier IV - Huey P. Long Bridge, Spanning Mississippi River approximately midway between nine & twelve mile points upstream from & west of New Orleans, Jefferson, Jefferson Parish, LA

  17. Substructure Main Bridge, River Piers I, II, III & ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Substructure - Main Bridge, River Piers I, II, III & IV - Huey P. Long Bridge, Spanning Mississippi River approximately midway between nine & twelve mile points upstream from & west of New Orleans, Jefferson, Jefferson Parish, LA

  18. 33. SOUTH, PIER IV, DRAW REST SUPPORT, END LOCK STRIKE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    33. SOUTH, PIER IV, DRAW REST SUPPORT, END LOCK STRIKE AND JACK PAD. OPEN END OF SHORE BOX. - Burlington Northern Railroad Bridge, Spanning Willamette River at River Mile 6.9, Portland, Multnomah County, OR

  19. 22. PIER NO. IV DETAIL, WITH DETAIL OF SOUTHWEST PORTAL ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    22. PIER NO. IV DETAIL, WITH DETAIL OF SOUTHWEST PORTAL AND SOUTHEAST WEB OF THROUGH TRUSS; VIEW TO NORTH - Nebraska City Bridge, Spanning Missouri River near Highway 2 between Nebraska & Iowa, Nebraska City, Otoe County, NE

  20. 78. VIEW SHOWING PLACEMENT OF LIFE SPAN SHOE ON PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    78. VIEW SHOWING PLACEMENT OF LIFE SPAN SHOE ON PIER 6, LOOKING NORTH, March 5, 1935 - Sacramento River Bridge, Spanning Sacramento River at California State Highway 275, Sacramento, Sacramento County, CA

  1. View sout from head of pier 4; USS Forrestal right, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    View sout from head of pier 4; USS Forrestal right, 350-ton hammerhead crane left. - Naval Base Philadelphia-Philadelphia Naval Shipyard, 350-Ton Hammerhead Crane, League Island, Philadelphia, Philadelphia County, PA

  2. 37. View showing support system below deck setting on pier ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    37. View showing support system below deck setting on pier 2, looking west. Note rollers beneath pod (center photo) and navigational light on left center - Williamstown-Marietta Bridge, Spanning Ohio River between Williamstown & Marietta, Williamstown, Wood County, WV

  3. 5. VIEW SOUTH, STORAGE BUILDING PIERS Imperial Carbon Black ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. VIEW SOUTH, STORAGE BUILDING PIERS - Imperial Carbon Black Plant (Ruin), North side of North Fork of Hughes River along Bunnell Run Road just over 0.5 mile from its intersection with State Route 16, Harrisville, Ritchie County, WV

  4. 9. VIEW EAST, STORAGE BUILDING PIERS Imperial Carbon Black ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. VIEW EAST, STORAGE BUILDING PIERS - Imperial Carbon Black Plant (Ruin), North side of North Fork of Hughes River along Bunnell Run Road just over 0.5 mile from its intersection with State Route 16, Harrisville, Ritchie County, WV

  5. 8. VIEW NORTHEAST, WORKSHOP PIERS Imperial Carbon Black Plant ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. VIEW NORTHEAST, WORKSHOP PIERS - Imperial Carbon Black Plant (Ruin), North side of North Fork of Hughes River along Bunnell Run Road just over 0.5 mile from its intersection with State Route 16, Harrisville, Ritchie County, WV

  6. 33 CFR 127.103 - Piers and wharves.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... facility handling LNG is in a region subject to earthquakes, the piers and wharves must be designed to resist earthquake forces. (b) Substructures, except moorings and breasting dolphins, that support or...

  7. 33 CFR 127.103 - Piers and wharves.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... facility handling LNG is in a region subject to earthquakes, the piers and wharves must be designed to resist earthquake forces. (b) Substructures, except moorings and breasting dolphins, that support or...

  8. 33 CFR 127.103 - Piers and wharves.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... facility handling LNG is in a region subject to earthquakes, the piers and wharves must be designed to resist earthquake forces. (b) Substructures, except moorings and breasting dolphins, that support or...

  9. SHAKING TABLE TESTS ON SEISMIC DEFORMATION OF PILE SUPPORTED PIER

    NASA Astrophysics Data System (ADS)

    Fujita, Daiki; Kohama, Eiji; Takenobu, Masahiro; Yoshida, Makoto; Kiku, Hiroyoshi

    The seismic deformation characeteristics of a pile supported pier was examined with the shake table test, especially focusing on the pier after its deformation during earthquakes. The model based on the similitude of the fully-plastic moment in piles was prepared to confirm the deformation and stress characteristic after reaching the fully-plastic moment. Moreover, assuming transportation of emergency supplies and occurrence of after shock in the post-disaster period, the pile supported pier was loaded with weight after reaching fully-plastic moment and excited with the shaking table. As the result, it is identified that the displacement of the pile supported pier is comparatively small if bending strength of piles does not decrease after reaching fully-plastic moment due to nonoccourrence of local backling or strain hardening.

  10. 8. VIEW OF EL PASO AND SOUTHWESTERN RAILROAD BRIDGE, PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. VIEW OF EL PASO AND SOUTHWESTERN RAILROAD BRIDGE, PIER BETWEEN EAST APPROACH AND RAILROAD, LOOKING NORTH. - El Paso & Southwestern Railroad Rio Grande Bridge, Spanning Rio Grande at Southwestern Railroad, El Paso, El Paso County, TX

  11. 7. VIEW OF EL PASO AND SOUTHWESTERN RAILROAD BRIDGE, PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. VIEW OF EL PASO AND SOUTHWESTERN RAILROAD BRIDGE, PIER BETWEEN HIGHWAY AND RAILROAD, LOOKING NORTH. - El Paso & Southwestern Railroad Rio Grande Bridge, Spanning Rio Grande at Southwestern Railroad, El Paso, El Paso County, TX

  12. APALACHICOLA RIVER BRIDGE PIER 5, SOUTH SIDE, AND BOTTOM OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    APALACHICOLA RIVER BRIDGE PIER 5, SOUTH SIDE, AND BOTTOM OF STEEL TRUSS SPAN 4 (IN BACKGROUND) AND 5 (IN FOREGROUND), FACING NORTH - Apalachicola River Bridge, State Route 20 spanning the Apalachicola River, Blountstown, Calhoun County, FL

  13. VIEW OF APALACHICOLA RIVER BRIDGE PIER 3 SHOWING LOWER PEDESTAL ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    VIEW OF APALACHICOLA RIVER BRIDGE PIER 3 SHOWING LOWER PEDESTAL AND FRAMING OF STEEL BRIDGE TRUSS, EAST SIDE, FROM RIVER, FACING WEST - Apalachicola River Bridge, State Route 20 spanning the Apalachicola River, Blountstown, Calhoun County, FL

  14. ERECTION PLAN FOR BEAM SPANS FROM PIER 6 TO BENT ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    ERECTION PLAN FOR BEAM SPANS FROM PIER 6 TO BENT NO. 185 AT EAST APPROACH, APALACHICOLA RIVER BRIDGE, SHEET 5509-E6 - Apalachicola River Bridge, State Route 20 spanning the Apalachicola River, Blountstown, Calhoun County, FL

  15. VIEW OF APALACHICOLA RIVER BRIDGE PIER 6 SUPPORTING SOUTH END ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    VIEW OF APALACHICOLA RIVER BRIDGE PIER 6 SUPPORTING SOUTH END OF SPAN 5, WEST SIDE, FACING NORTHEAST - Apalachicola River Bridge, State Route 20 spanning the Apalachicola River, Blountstown, Calhoun County, FL

  16. ANCHOR SETTING PLAN FOR PIERS 1, 2, 3, 4, 5 ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    ANCHOR SETTING PLAN FOR PIERS 1, 2, 3, 4, 5 AND 6, APALACHICOLA RIVER BRIDGE, SHEET 5505 TO 8-M1 - Apalachicola River Bridge, State Route 20 spanning the Apalachicola River, Blountstown, Calhoun County, FL

  17. APALACHICOLA RIVER BRIDGE PIER 6 AND END VIEW OF STEEL ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    APALACHICOLA RIVER BRIDGE PIER 6 AND END VIEW OF STEEL TRUSS SPAN 5, SOUTH SIDE, FACING NORTH - Apalachicola River Bridge, State Route 20 spanning the Apalachicola River, Blountstown, Calhoun County, FL

  18. 16. Pony trusses pier between the 64 foot truss ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. Pony trusses - pier between the 64 foot truss and the first 80 foot truss. View of the lower chord pin connection at the juncture of the two pony trusses as they sit on the replacement pier added, circa 1966. Shows the floor beam, chord eye bars. There are 10 of these similar connections for the six pony trusses. A 1 1/2 conduit is also shown. - Weidemeyer Bridge, Spanning Thomes Creek at Rawson Road, Corning, Tehama County, CA

  19. 18. Contextual view of Hunnicutt Street from Venable Street facing ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    18. Contextual view of Hunnicutt Street from Venable Street facing east. Buildings A-2 and C-5 at left, Building J-12 at right. Replicates historic viedw at GA-2309-9. - Clark Howell Homes (Public Housing), Bounded by North Avenue, Lovejoy Street, Mills Street & Luckie Street, Atlanta, Fulton County, GA

  20. All About Sesame Street.

    ERIC Educational Resources Information Center

    Feinstein, Phylis

    The behind-the-scenes story of "Sesame Street" is told from its origin as a "good idea," through the development of the Children's Television Workshop, to the casting of the now familiar characters, Susan, Bob, Gordon, Mr. Hooper, and the Muppets. Details of producing the show are described with anecdotes. The effect of "Sesame Street" on its…

  1. Street Youth & AIDS.

    ERIC Educational Resources Information Center

    Radford, Joyce L.; And Others

    Interviews were conducted with 712 Canadian street youth (ages 15-20 years) to assess their knowledge, attitudes, and behaviors with regard to Acquired Immune Deficiency Syndrome (AIDS) and other sexually transmitted diseases (STDs). Youth were interviewed in 10 cities across Canada on the basis of 5 street culture lifestyles: prostitution, drug…

  2. Urban Street Gang Enforcement.

    ERIC Educational Resources Information Center

    Institute for Law and Justice, Inc., Alexandria, VA.

    Strategies to enhance prosecution of gang-related crimes are presented, with a focus on enforcement and prosecution targeting urban street gangs. The model programs introduced offer strategies largely based on the practical experiences of agencies that participated in a demonstration program, the Urban Street Gang Drug Trafficking Enforcement…

  3. 75 FR 81467 - Safety Zone; Potential Unexploded Ordnance, Pier 91, Seattle, WA

    Federal Register 2010, 2011, 2012, 2013, 2014

    2010-12-28

    ... establishing a temporary safety zone encompassing all waters within 100 yards of Pier 90/91 between terminal 89... encompasses all waters within 100 yards of Pier 90/91 between terminal 89 and the Elliott Bay...

  4. 76 FR 1521 - Security Zone: Fleet Industrial Supply Center Pier, San Diego, CA

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-01-11

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA87 Security Zone: Fleet Industrial Supply Center Pier, San... Fleet Industrial Supply Center Pier. The pier is no longer owned by the U.S. Navy and the existing... of the San Diego Bay, San Diego, CA. The existing security zone is around the former Fleet...

  5. 24 CFR 3285.306 - Design procedures for concrete block piers.

    Code of Federal Regulations, 2011 CFR

    2011-04-01

    ... 24 Housing and Urban Development 5 2011-04-01 2011-04-01 false Design procedures for concrete....306 Design procedures for concrete block piers. (a) Frame piers less than 36 inches high. (1) Frame piers less than 36 inches high are permitted to be constructed of single, open, or closed-cell...

  6. 24 CFR 3285.306 - Design procedures for concrete block piers.

    Code of Federal Regulations, 2013 CFR

    2013-04-01

    ... 24 Housing and Urban Development 5 2013-04-01 2013-04-01 false Design procedures for concrete....306 Design procedures for concrete block piers. (a) Frame piers less than 36 inches high. (1) Frame piers less than 36 inches high are permitted to be constructed of single, open, or closed-cell...

  7. 24 CFR 3285.306 - Design procedures for concrete block piers.

    Code of Federal Regulations, 2010 CFR

    2010-04-01

    ... 24 Housing and Urban Development 5 2010-04-01 2010-04-01 false Design procedures for concrete....306 Design procedures for concrete block piers. (a) Frame piers less than 36 inches high. (1) Frame piers less than 36 inches high are permitted to be constructed of single, open, or closed-cell...

  8. 24 CFR 3285.306 - Design procedures for concrete block piers.

    Code of Federal Regulations, 2014 CFR

    2014-04-01

    ... 24 Housing and Urban Development 5 2014-04-01 2014-04-01 false Design procedures for concrete....306 Design procedures for concrete block piers. (a) Frame piers less than 36 inches high. (1) Frame piers less than 36 inches high are permitted to be constructed of single, open, or closed-cell...

  9. 24 CFR 3285.306 - Design procedures for concrete block piers.

    Code of Federal Regulations, 2012 CFR

    2012-04-01

    ... 24 Housing and Urban Development 5 2012-04-01 2012-04-01 false Design procedures for concrete....306 Design procedures for concrete block piers. (a) Frame piers less than 36 inches high. (1) Frame piers less than 36 inches high are permitted to be constructed of single, open, or closed-cell...

  10. 76 FR 69131 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-11-08

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor from December 3, 2011 through... INFORMATION: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago,...

  11. 75 FR 34365 - Safety Zone, Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2010-06-17

    ... SECURITY Coast Guard 33 CFR Part 165 Safety Zone, Chicago Harbor, Navy Pier Southeast, Chicago, IL AGENCY... Navy Pier Southeast Safety Zone in Chicago Harbor for annual fireworks events during nine separate... . SUPPLEMENTARY INFORMATION: The Coast Guard will enforce Safety Zone, Chicago Harbor, Navy Pier...

  12. 76 FR 52268 - Safety Zone; Chicago Harbor, Navy Pier East, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-08-22

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier East, Chicago, IL... enforce the Navy Pier East Safety Zone in Chicago Harbor from August 12, 2011 through August 14, 2011 and... zone; 33 CFR 165.933-Chicago Harbor, Navy Pier East, Chicago, IL for the following events: (1)...

  13. 77 FR 65820 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-10-31

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor at various times on November 24... . SUPPLEMENTARY INFORMATION: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier...

  14. 77 FR 18688 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-03-28

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor during various periods from May... . SUPPLEMENTARY INFORMATION: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier...

  15. 75 FR 49848 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2010-08-16

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor during two periods from 9:15 p... enforce the safety zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL, 33 CFR 165.931 for...

  16. 77 FR 25361 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-04-30

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor during various periods from... . SUPPLEMENTARY INFORMATION: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier...

  17. 78 FR 42692 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2013-07-17

    ... SECURITY Coast Guard 33 CFR Part 165 Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL AGENCY... Navy Pier Southeast Safety Zone in Chicago Harbor during specified periods from July 3, 2013, through...: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL...

  18. 76 FR 56640 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-09-14

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the regulations found in 33 CFR 165.931 for Navy Pier Fireworks in Chicago, Illinois... INFORMATION: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago,...

  19. 77 FR 50018 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-08-20

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor during various periods from... . SUPPLEMENTARY INFORMATION: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier...

  20. 75 FR 21993 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2010-04-27

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor during multiple periods... . SUPPLEMENTARY INFORMATION: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier...

  1. 76 FR 22035 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-04-20

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor during various periods from May...: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL...

  2. 78 FR 59239 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2013-09-26

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor during specified periods from... . ] SUPPLEMENTARY INFORMATION: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier...

  3. 76 FR 48718 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-08-09

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor from September 3, 2011 through... INFORMATION: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago,...

  4. 76 FR 41690 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-07-15

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor from August 3, 2011 through... enforce the Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL listed in 33 CFR 165.931 for...

  5. 77 FR 50017 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-08-20

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor during various periods from... . SUPPLEMENTARY INFORMATION: The Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier...

  6. 75 FR 44140 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2010-07-28

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor during August 4, 2010 through... zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL, 33 CFR 165.931 for the following events:...

  7. 75 FR 73959 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2010-11-30

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor from December 4, 2010 through...; Chicago Harbor, Navy Pier Southeast, Chicago, IL listed in 33 CFR 165.931 for the following events:...

  8. 78 FR 27035 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2013-05-09

    ... SECURITY Coast Guard 33 CFR Part 165 Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL AGENCY... Navy Pier Southeast Safety Zone in Chicago Harbor during specified periods ] from May 25, 2013, through... Coast Guard will enforce the Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL listed in...

  9. 76 FR 34854 - Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-06-15

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier Southeast... Guard will enforce the Navy Pier Southeast Safety Zone in Chicago Harbor from July 2, 2011 through July... enforce the Safety Zone; Chicago Harbor, Navy Pier Southeast, Chicago, IL listed in 33 CFR 165.931 for...

  10. 48 CFR 52.247-40 - Ex Dock, Pier, or Warehouse, Port of Importation.

    Code of Federal Regulations, 2010 CFR

    2010-10-01

    ... Warehouse, Port of Importation. 52.247-40 Section 52.247-40 Federal Acquisition Regulations System FEDERAL... Provisions and Clauses 52.247-40 Ex Dock, Pier, or Warehouse, Port of Importation. As prescribed in 47.303-12..., pier, or warehouse, port of importation: Ex Dock, Pier, or Warehouse, Port of Importation (APR 1984)...

  11. Analysis of Street Drugs

    ERIC Educational Resources Information Center

    James, Stuart H.; Bhatt, Sudhir

    1972-01-01

    A study of the content of street drugs available to a college campus and a community is presented. Emphasis is given to the adulterants and substitutions encountered in the illicit preparations. (Author)

  12. 18. THIRD STREET FROM ITS INTERSECTION WITH F STREET, LOOKING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    18. THIRD STREET FROM ITS INTERSECTION WITH F STREET, LOOKING NORTH, For the purpose of clarity and simplicity, directions relate to the nearly north-south orientation of the Naval Supply Center, and not to true north. The alignment of streets and buildings in the NSC are roughly related to magnetic north, and are thus about 10 degrees clockwise from true north. WITH BUILDINGS 222 AND 221 ON LEFT. - Oakland Naval Supply Center, Maritime Street at Seventh Street, Oakland, Alameda County, CA

  13. 7. Historic photograph reproduction: 'Warren Street from State Street' ca. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. Historic photograph reproduction: 'Warren Street from State Street' ca. 1893. Courtesy of Trenton Free Public Library. The tall, narrow building in the middle of the photo is 10 North Warren Street. Signs saying 'Saddlery,' 'Carriage,' and 'Hardware' on the building indicate that the photo was taken during the tenancy of Claffery & Slack (1888-1914). - 10 North Warren Street (Commercial Building), 10 North Warren Street, Trenton, Mercer County, NJ

  14. The Street and Its Image.

    ERIC Educational Resources Information Center

    Lucchini, Riccardo

    1996-01-01

    Studied development of identity as street children in Montevideo, Uruguay. Found that children without income-generating activity lack self-definition as street children but recognize the street as a place of apprenticeship, knowing they can return to institutions or to parents. Working children view the street as a workplace and meeting place,…

  15. Vale Commercial Historic District, A Street between Holland & Longfellow ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Vale Commercial Historic District, A Street between Holland & Longfellow Streets, north side of B Street between Holland & Main Streets, Main Street South from A Street through B Street, & Stone House at 283 Main Street South, Vale, Malheur County, OR

  16. The investigation of ionospheric response to total eclipses on 29th March, 2006 and on 20th March, 2015 based on HF oblique sounding data

    NASA Astrophysics Data System (ADS)

    Vertogradov, G. G.; Vertogradova, E. G.

    2016-09-01

    The investigation of ionosphere response to solar eclipses was carried out. Maximum observable frequencies were analyzed during two eclipses on 29th March, 2006 and on 20th March, 2015 on several oblique sounding paths which were within the range of solar flux obscuration. The model describing local changes in the ionosphere, caused by the obscuration of solar flux during eclipse, is suggested. The computer simulation of HF radiowave propagation during the eclipses was carried out on the basis of this model, while quiet ionosphere was described by IRI-2012 model. It is shown that this approach gives adequate description of HF channel during eclipses for all propagation paths under consideration while the parameters of the model were the same for all paths. As the result of computer simulation time delays of ionosperic responses during eclipses were obtained (~1800-2000 s). It was found that maximum depletion of electron concentration reached 85% in D-region for both eclipses. The electron density depletions at height of F2-peak were 48% and 34% for eclipse on 29th March, 2006 and on 20th March, 2015 respectively.

  17. The upper bound of Pier Scour defined by selected laboratory and field data

    USGS Publications Warehouse

    Benedict, Stephen; Caldwell, Andral

    2015-01-01

    The U.S. Geological Survey, in cooperation with the South Carolina Department of Transportation, conducted several field investigations of pier scour in South Carolina (Benedict and Caldwell, 2006; Benedict and Caldwell, 2009) and used that data to develop envelope curves defining the upper bound of pier scour. To expand upon this previous work, an additional cooperative investigation was initiated to combine the South Carolina data with pier-scour data from other sources and evaluate the upper bound of pier scour with this larger data set. To facilitate this analysis, a literature review was made to identify potential sources of published pier-scour data, and selected data were compiled into a digital spreadsheet consisting of approximately 570 laboratory and 1,880 field measurements. These data encompass a wide range of laboratory and field conditions and represent field data from 24 states within the United States and six other countries. This extensive database was used to define the upper bound of pier-scour depth with respect to pier width encompassing the laboratory and field data. Pier width is a primary variable that influences pier-scour depth (Laursen and Toch, 1956; Melville and Coleman, 2000; Mueller and Wagner, 2005, Ettema et al. 2011, Arneson et al. 2012) and therefore, was used as the primary explanatory variable in developing the upper-bound envelope curve. The envelope curve provides a simple but useful tool for assessing the potential maximum pier-scour depth for pier widths of about 30 feet or less.

  18. 13. DETAIL OF SOUTH PIER TOP (WEST SIDE) AND CANTILEVERED ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. DETAIL OF SOUTH PIER TOP (WEST SIDE) AND CANTILEVERED SIDEWALK. LOOKING NORTH. - Route 31 Bridge, New Jersey Route 31, crossing disused main line of Central Railroad of New Jersey (C.R.R.N.J.) (New Jersey Transit's Raritan Valley Line), Hampton, Hunterdon County, NJ

  19. 12. DETAIL OF NORTH ABUTMENT (EAST SIDE) AND PIER. LOOKING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. DETAIL OF NORTH ABUTMENT (EAST SIDE) AND PIER. LOOKING NORTH. - Route 31 Bridge, New Jersey Route 31, crossing disused main line of Central Railroad of New Jersey (C.R.R.N.J.) (New Jersey Transit's Raritan Valley Line), Hampton, Hunterdon County, NJ

  20. 13. DETAIL VIEW, OF TAINTER GATE PIER, SHOWING RECESSES FOR ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. DETAIL VIEW, OF TAINTER GATE PIER, SHOWING RECESSES FOR EMERGENCY BULKHEADS AND DOGGING DEVICES, LOOKING SOUTHEAST (DOWN FACE). UPSTREAM FACE OF TAINTER GATE IS VISIBLE IN UPPER RIGHT CORNER - Upper Mississippi River 9-Foot Channel Project, Lock & Dam 26R, Alton, Madison County, IL

  1. 16. Detail showing roller nest between granite pier cap and ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. Detail showing roller nest between granite pier cap and moveable end of truss at east end of main spans. View to southeast. - Selby Avenue Bridge, Spanning Short Line Railways track at Selby Avenue between Hamline & Snelling Avenues, Saint Paul, Ramsey County, MN

  2. 21 CFR 1240.86 - Protection of pier water system.

    Code of Federal Regulations, 2013 CFR

    2013-04-01

    ... 21 Food and Drugs 8 2013-04-01 2013-04-01 false Protection of pier water system. 1240.86 Section 1240.86 Food and Drugs FOOD AND DRUG ADMINISTRATION, DEPARTMENT OF HEALTH AND HUMAN SERVICES (CONTINUED) REGULATIONS UNDER CERTAIN OTHER ACTS ADMINISTERED BY THE FOOD AND DRUG ADMINISTRATION CONTROL OF COMMUNICABLE DISEASES Source and Use of...

  3. 21 CFR 1240.86 - Protection of pier water system.

    Code of Federal Regulations, 2011 CFR

    2011-04-01

    ... 21 Food and Drugs 8 2011-04-01 2011-04-01 false Protection of pier water system. 1240.86 Section 1240.86 Food and Drugs FOOD AND DRUG ADMINISTRATION, DEPARTMENT OF HEALTH AND HUMAN SERVICES (CONTINUED) REGULATIONS UNDER CERTAIN OTHER ACTS ADMINISTERED BY THE FOOD AND DRUG ADMINISTRATION CONTROL OF COMMUNICABLE DISEASES Source and Use of...

  4. 6. VIEW OF THE EASTERN BRIDGE ELEVATION, SHOWING CENTRAL PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. VIEW OF THE EASTERN BRIDGE ELEVATION, SHOWING CENTRAL PIER AND ASSOCIATED SUPERSTRUCTURE, AND CANTILEVERED NORTHERN TRUSS SECTION. NOTE THE JOIN BETWEEN EYE-BAR (LEFT) AND RIVETED CHANNEL (RIGHT) LOWER BRIDGE CHORDS AT CENTER LEFT OF PHOTOGRAPH. FACING NORTH. - Coverts Crossing Bridge, Spanning Mahoning River along Township Route 372 (Covert Road), New Castle, Lawrence County, PA

  5. Detail, squared cut stone masonry center pier, from northwest, showing ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail, squared cut stone masonry center pier, from northwest, showing original cut stone masonry, concrete-encased nose on upstream end, portion of squared cut stone masonry south abutment, and portion of truss superstructure - Castle Garden Bridge, Township Route 343 over Bennetts Branch of Sinnemahoning Creek, Driftwood, Cameron County, PA

  6. CLOSEUP VIEW OF EAST BANK ELEVATED HIGHWAY CONCRETE PIERS, STEEL ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    CLOSE-UP VIEW OF EAST BANK ELEVATED HIGHWAY CONCRETE PIERS, STEEL SUPPORT BEAMS, ROAD DECK CANTILEVER AND RAILING ON WEST SIDE LOOKING SOUTHEAST. - Huey P. Long Bridge, Spanning Mississippi River approximately midway between nine & twelve mile points upstream from & west of New Orleans, Jefferson, Jefferson Parish, LA

  7. 19. 'Southern Pacific Company, Pacific Lines, Remodeling of Piers For ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    19. 'Southern Pacific Company, Pacific Lines, Remodeling of Piers For Renewal of Br. 210-C Near Tehama, Sac. Division, Scale 1' = 40' & 1/4' = 1'-0', Sept. 1927, M.W.D., Drawing 5935, Sheet 2.' - Southern Pacific Railroad Shasta Route, Bridge No. 210.52, Milepost 210.52, Tehama, Tehama County, CA

  8. 27. Pier no. 2 showing protection wall (as constructed). Photographic ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    27. Pier no. 2 showing protection wall (as constructed). Photographic copy of drawing no. 57535-2 C.P.R. International Bridge Sault Ste. Marie (from Canadian National Railroad, Sault Ste. Marie, Michigan). Delineator unknown, January 30, 1913. - Sault Ste. Marie International Railroad Bridge, Spanning Soo Locks at St. Marys Falls Canal, Sault Ste. Marie, Chippewa County, MI

  9. INTERIOR OF STANDARDIZING MAGNETIC OBSERVATORY, LOOKING NORTH. NOTE THE PIER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    INTERIOR OF STANDARDIZING MAGNETIC OBSERVATORY, LOOKING NORTH. NOTE THE PIER (CENTER) ON WHICH WAS WAS MOUNTED MAGNETIC MEASURING INSTRUMENTS FOR TESTING. - Carnegie Institution of Washington, Department of Terrestrial Magnetism, Standardizing Magnetic Observatory, 5241 Broad Branch Drive Northwest, Washington, District of Columbia, DC

  10. Centrifuge modeling of rocking-isolated inelastic RC bridge piers

    PubMed Central

    Loli, Marianna; Knappett, Jonathan A; Brown, Michael J; Anastasopoulos, Ioannis; Gazetas, George

    2014-01-01

    Experimental proof is provided of an unconventional seismic design concept, which is based on deliberately underdesigning shallow foundations to promote intense rocking oscillations and thereby to dramatically improve the seismic resilience of structures. Termed rocking isolation, this new seismic design philosophy is investigated through a series of dynamic centrifuge experiments on properly scaled models of a modern reinforced concrete (RC) bridge pier. The experimental method reproduces the nonlinear and inelastic response of both the soil-footing interface and the structure. To this end, a novel scale model RC (1:50 scale) that simulates reasonably well the elastic response and the failure of prototype RC elements is utilized, along with realistic representation of the soil behavior in a geotechnical centrifuge. A variety of seismic ground motions are considered as excitations. They result in consistent demonstrably beneficial performance of the rocking-isolated pier in comparison with the one designed conventionally. Seismic demand is reduced in terms of both inertial load and deck drift. Furthermore, foundation uplifting has a self-centering potential, whereas soil yielding is shown to provide a particularly effective energy dissipation mechanism, exhibiting significant resistance to cumulative damage. Thanks to such mechanisms, the rocking pier survived, with no signs of structural distress, a deleterious sequence of seismic motions that caused collapse of the conventionally designed pier. © 2014 The Authors Earthquake Engineering & Structural Dynamics Published by John Wiley & Sons Ltd. PMID:26300573

  11. Detail of northern pier, pilaster, spring line, open spandrel arches, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail of northern pier, pilaster, spring line, open spandrel arches, and spandrel colmns, facing northwest. Note the simple relief on the pilaster, indicative of the stripped classicism style. - Oakland Avenue Viaduct, Oakland Avenue spanning U.S. Route 62 (State Route 2302) & Pine Run, Sharon, Mercer County, PA

  12. 7. DETAIL VIEW OF TAINTER GATE PIER AND NONSUBMERSIBLE TAINTER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. DETAIL VIEW OF TAINTER GATE PIER AND NON-SUBMERSIBLE TAINTER GATES DURING ERECTION, SHOWING LEFT GATE IN OPEN POSITION AND RIGHT GATE IN CLOSED POSITION, LOOKING NORTH (UPSTREAM). NOTE TEMPORARY SERVICE BRIDGE. - Upper Mississippi River 9-Foot Channel Project, Lock & Dam 26R, Alton, Madison County, IL

  13. 6. View of lower dam masonry pier which houses the ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. View of lower dam masonry pier which houses the sluice. Photograph taken from cut stone apron edging in Millstone Creek. VIEW WEST. - Loleta Recreation Area, Lower Dam, 6 miles Southeast of interesection of State Route 24041 & State Route 66, Loleta, Elk County, PA

  14. 5. Rear view of lower dam showing crest, masonry pier ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. Rear view of lower dam showing crest, masonry pier and sluice gate. Photograph taken from east bank of the sandy beach. VIEW SOUTH - Loleta Recreation Area, Lower Dam, 6 miles Southeast of interesection of State Route 24041 & State Route 66, Loleta, Elk County, PA

  15. Detail of south granite pier revealing riveted truss ends and ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail of south granite pier revealing riveted truss ends and iron footing plates on top of granite cap stones. View north - New York, New Haven & Hartford Railroad, Fort Point Channel Rolling Lift Bridge, Spanning Fort Point Channel, Boston, Suffolk County, MA

  16. 24 CFR 3285.310 - Pier location and spacing.

    Code of Federal Regulations, 2014 CFR

    2014-04-01

    ... extend below frost line depth, unless designed for placement above the frost line. (See § 3285.312(b)). 2.... ER19OC07.010 Notes: 1. Bottom of footings must be below the frost line depth, unless designed for placement above the frost line. (See § 3285.312(b)). 2. Piers may be offset 6 in. in either direction...

  17. 24 CFR 3285.310 - Pier location and spacing.

    Code of Federal Regulations, 2013 CFR

    2013-04-01

    ... extend below frost line depth, unless designed for placement above the frost line. (See § 3285.312(b)). 2.... ER19OC07.010 Notes: 1. Bottom of footings must be below the frost line depth, unless designed for placement above the frost line. (See § 3285.312(b)). 2. Piers may be offset 6 in. in either direction...

  18. 18 CFR 1304.204 - Docks, piers, and boathouses.

    Code of Federal Regulations, 2010 CFR

    2010-04-01

    ... 18 Conservation of Power and Water Resources 2 2010-04-01 2010-04-01 false Docks, piers, and boathouses. 1304.204 Section 1304.204 Conservation of Power and Water Resources TENNESSEE VALLEY AUTHORITY APPROVAL OF CONSTRUCTION IN THE TENNESSEE RIVER SYSTEM AND REGULATION OF STRUCTURES AND OTHER ALTERATIONS TVA-Owned Residential Access Shoreland...

  19. 18 CFR 1304.204 - Docks, piers, and boathouses.

    Code of Federal Regulations, 2012 CFR

    2012-04-01

    ... 18 Conservation of Power and Water Resources 2 2012-04-01 2012-04-01 false Docks, piers, and boathouses. 1304.204 Section 1304.204 Conservation of Power and Water Resources TENNESSEE VALLEY AUTHORITY..., boathouses, and all other residential water-use facilities shall not exceed a total footprint area of...

  20. 18 CFR 1304.204 - Docks, piers, and boathouses.

    Code of Federal Regulations, 2014 CFR

    2014-04-01

    ... 18 Conservation of Power and Water Resources 2 2014-04-01 2014-04-01 false Docks, piers, and boathouses. 1304.204 Section 1304.204 Conservation of Power and Water Resources TENNESSEE VALLEY AUTHORITY APPROVAL OF CONSTRUCTION IN THE TENNESSEE RIVER SYSTEM AND REGULATION OF STRUCTURES AND OTHER ALTERATIONS TVA-Owned Residential Access Shoreland...

  1. 18 CFR 1304.204 - Docks, piers, and boathouses.

    Code of Federal Regulations, 2013 CFR

    2013-04-01

    ... 18 Conservation of Power and Water Resources 2 2013-04-01 2012-04-01 true Docks, piers, and boathouses. 1304.204 Section 1304.204 Conservation of Power and Water Resources TENNESSEE VALLEY AUTHORITY..., boathouses, and all other residential water-use facilities shall not exceed a total footprint area of...

  2. 18 CFR 1304.204 - Docks, piers, and boathouses.

    Code of Federal Regulations, 2011 CFR

    2011-04-01

    ... 18 Conservation of Power and Water Resources 2 2011-04-01 2011-04-01 false Docks, piers, and boathouses. 1304.204 Section 1304.204 Conservation of Power and Water Resources TENNESSEE VALLEY AUTHORITY..., boathouses, and all other residential water-use facilities shall not exceed a total footprint area of...

  3. 107. View showing open caisson Pier 4 with anchor bolts ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    107. View showing open caisson Pier 4 with anchor bolts placed ready for last pour of concrete. Also pile driver driving falsework piles for south anchor arm. Located at end of the old ferry landing slip at Crockett side of straits. - Carquinez Bridge, Spanning Carquinez Strait at Interstate 80, Vallejo, Solano County, CA

  4. 10. Photocopy of photograph. Photographer unknown 28 March 1935 PIERS ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. Photocopy of photograph. Photographer unknown 28 March 1935 PIERS AND ARCHES FOR TANNER CREEK RAILROAD VIADUCT ACROSS HATCHERY GROUNDS UNDER CONSTRUCTION. Original historic photograph located at the Bonneville Powerhouse, Bonneville, Oregon. - Bonneville Project, Fish Hatchery, On Columbia River bordered on South by Union Pacific, Bonneville, Multnomah County, OR

  5. 11. DETAIL OF FOUNDATION PIER AND POST; NOTE THAT ROCK ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    11. DETAIL OF FOUNDATION PIER AND POST; NOTE THAT ROCK BASE IS A PREHISTORIC OR ETHNOGRAPHIC GROUND STONE MILLING SLAB - Camp Richardson Resort, Cord Cabin, U.S. Highway 89, 3 miles west of State Highway 50 & 89, South Lake Tahoe, El Dorado County, CA

  6. Locomotive Crane placing concrete on trestle at coal dock (Pier ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Locomotive Crane placing concrete on trestle at coal dock (Pier 01) - looking southeast. Taken Jan 4, 1924. 14th Naval District Photo Collection Item No. 4872-B - U.S. Naval Base, Pearl Harbor, Exterior Cranes, Waterfront Crane Track System, Pearl City, Honolulu County, HI

  7. 23. DETAIL OF PIPELINE PIERS, LOOKING EAST. FOREGROUND IS SLOPED ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    23. DETAIL OF PIPELINE PIERS, LOOKING EAST. FOREGROUND IS SLOPED TYPE, NEXT ONE IS PERPENDICULAR TYPE A COMPRESSION COUPLING, USED TO REPAIR A BROKEN PIPE SECTION, CAN BE SEEN AT BOTTOM. - Kalaupapa Water Supply System, Waikolu Valley to Kalaupapa Settlement, Island of Molokai, Kalaupapa, Kalawao County, HI

  8. GARAGE EXTERIOR EAST SIDE AND REAR SHOWING PIER SUPPORTS UNDER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    GARAGE EXTERIOR EAST SIDE AND REAR SHOWING PIER SUPPORTS UNDER SHED-ROOFED REAR STORAGE COMPARTMENT, ASBESTOS SIDING OVER ORIGINAL WOOD SIDING, AND SINGLE CASEMENT WINDOW OVER REAR STORAGE COMPARTMENT. VIEW TO NORTHWEST - Big Creek Hydroelectric System, Big Creek Town, Operator House Garage, Orchard Avenue south of Huntington Lake Road, Big Creek, Fresno County, CA

  9. Detail of typical subdeck of granite pier showing humanscale arched ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail of typical subdeck of granite pier showing human-scale arched openings in pies. Note remnants of fender system. View north - New York, New Haven & Hartford Railroad, Fort Point Channel Rolling Lift Bridge, Spanning Fort Point Channel, Boston, Suffolk County, MA

  10. Street youth and AIDS.

    PubMed

    Bond, L S; Mazin, R; Jiminez, M V

    1992-01-01

    An attempt is made to characterize the population of homeless street youth who are living marginally and to describe aspects of this population's dynamics, motivations, values, and aspirations. Street youth, ranging in age from birth to 21, are on the street for one reason or another--dire poverty in the home, which necessitates their working on the street to supplement the family income, because they have been rejected by parents or guardians, because they have left home due to violence in the home, drug or alcohol use by family members, or because of lack of a place where they feel they can be "themselves." These conditions make street youths particularly vulnerable to HIV infection, not to mention malnutrition, stress, and drug use. Their violently accelerated emotional maturation, ignorance, alcohol- and drug-induced confusion, together with the exploitation and sexual abuse of which they are often victims, are additional factors that contribute to sexual practices that may lead to HIV infection. PMID:1389867

  11. 1. West Street & High Street Bridges. Westerly, Washington Co., ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    1. West Street & High Street Bridges. Westerly, Washington Co., RI. sec. 4215, mp 141.67/.77. - Northeast Railroad Corridor, Amtrak route between CT & MA state lines, Providence, Providence County, RI

  12. The Campaign for the Occultation of UCAC4-347-165728 (R=12m2) by Pluto on June 29th, 2015

    NASA Astrophysics Data System (ADS)

    Beisker, W.; Sicardy, B.; Berard, D.; Meza, E.; Herald, D.; Gault, D.; Talbot, J.; Bode, H.-J.; Braga-Ribas, F.; Barry, T.; Broughton, J.; Hanna, W.; Bradshaw, J.; Kerr, S.; Pavlov, H.

    2015-10-01

    The occultation of UCAC4-347-165728 (R=12m2)on the 29th of June 2015 by Pluto is the last important occultation by Pluto before the New Horizons flyby 15 days later. Therefore it is a great opportunity to measure details of Pluto's atmosphere from Earth at the same time as the "on-site" determination. Observations from mobile stations and from certain fixed site observatories are planned in an international campaign in Australia and New Zealand. The telescopes will be equipped with EMCCD or CCD cameras to record a frame sequence linked to the exact timing by GPS. With high resolution astrometry in the months and weeks before the event, we intend to define the central line of the occultation so accurate that a positioning of instruments in close proximity of the central line is possible. - First results of the campaign will be presented in this report.

  13. VIEW WEST ON MOTT STREET AT HUDSON STREET LEFTBUILDING 62 ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    VIEW WEST ON MOTT STREET AT HUDSON STREET LEFT-BUILDING 62 ANNEALING HOUSE (c.1900) CENTER-BUILDING 57 FLAT SHOP NO. 1 (c.1905) - John A. Roebling's Sons Company & American Steel & Wire Company, South Broad, Clark, Elmer, Mott & Hudson Streets, Trenton, Mercer County, NJ

  14. 1 Main Street, Mars

    NASA Technical Reports Server (NTRS)

    1997-01-01

    Located outside StenniSphere, the visitor center at John C. Stennis Space Center, 1 Main Street Mars is a model of how a habitat on Mars might look. Complete with thermometers, scales and clocks set to Martian equivalents, this exhibit shows how very different life on Mars can be.

  15. Benjamin Franklin Street Academy.

    ERIC Educational Resources Information Center

    Wohl, Seth F.

    In this evaluation report of the sixth year of operation of the Benjamin Franklin-Urban League Street Academy in New York City, it is recommended that the program be continued for the seventh year despite the poorer than expected student gains in all studied components and the sporadic student attendance pattern and high dropout rate. Students…

  16. Saving Mango Street

    ERIC Educational Resources Information Center

    Van Winkle, Katie

    2012-01-01

    The author first learned about cultural diversity and racial justice in Mr. Sanderson's middle school English class. They read a book called "The House on Mango Street" by Sandra Cisneros and learned about a different culture, but also about a community with striking similarities to their own. The main character in the novel, Esperanza, a…

  17. Street Corner Writing.

    ERIC Educational Resources Information Center

    Holiday, D. Alexander

    The language of Black America is rich and diverse in its utterance, whether through music (Jazz, Blues, Soul, Gospel, and Rap), through street corner "shuckin''n jivin'," or through writing. This language is used as a means of survival, of getting from one day to the next. Blacks have developed a system of taking the fewest words and making them…

  18. School StreetMonroe Street Neighborhood, Bounded on north by Quincy & ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    School Street-Monroe Street Neighborhood, Bounded on north by Quincy & Monroe Streets, on south by Jefferson Street, on west by Hope Avenue, & on east by Parker Avenue & site of Canal Street, Passaic, Passaic County, NJ

  19. Street Children in Contemporary Greece

    ERIC Educational Resources Information Center

    Altanis, Panagiotis; Goddard, Jim

    2004-01-01

    This article gives an overview of the problem of street children in Greece, within the context of global research on street children. The article draws on preliminary findings from recent research on street children in the urban centre of Athens. This is an under-researched area, with weak policy responses to a problem associated with recent…

  20. Detail of middle panel at pivot pier and above the ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail of middle panel at pivot pier and above the two (2) center supports. The middle panel chords (not shown) were made strong enough to provide for the full bending moment with the span open and arms swinging. The middle posts support the operator's house. When closed, the bridge acts as two (2) separate simple spans, except a small amount of negative bending is accommodated due to a continuous condition. - Bridgeport Swing Span Bridge, Spanning Tennessee River, Bridgeport, Jackson County, AL

  1. UNIDENTIFIED CATENARY SUSPENSION BRIDGE ON RIVETED METAL PIERS, SHOWING HOWE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    UNIDENTIFIED CATENARY SUSPENSION BRIDGE ON RIVETED METAL PIERS, SHOWING HOWE PIPE TRUSS RAILING AND TRUSSED DECK BEAMS TYPICAL TO BRIDGES BUILT BY FLINN-MOYER COMPANY. TRIPODAL PIPE TOWERS RESEMBLE CLEAR FORK OF THE BRAZOS SUSPENSION BRIDGE’S TOWERS PRIOR TO ENCASEMENT IN CONCRETE. NOTE COLLAPSED TRUSS IN RIVER. ELEVATION VIEW. - Clear Fork of Brazos River Suspension Bridge, Spanning Clear Fork of Brazos River at County Route 179, Albany, Shackelford County, TX

  2. 78 FR 59240 - Safety Zone; Chicago Harbor, Navy Pier East, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2013-09-26

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier East, Chicago, IL... enforce the Navy Pier East Safety Zone in Chicago Harbor from 9:15 p.m. until 9:55 p.m. on September 26... Zone; Chicago Harbor, Navy Pier East, Chicago, IL listed in 33 CFR 165.933 for a fireworks display...

  3. 75 FR 53195 - Security Zone; U.S. Coast Guard BSU Seattle, Pier 36, Seattle, WA

    Federal Register 2010, 2011, 2012, 2013, 2014

    2010-08-31

    ... Zone; U.S. Coast Guard BSU Seattle, Pier 36, Seattle, WA in the Federal Register (75 FR 23212). We... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA87 Security Zone; U.S. Coast Guard BSU Seattle, Pier 36, Seattle, WA AGENCY: Coast Guard, DHS. ACTION: Final rule. SUMMARY: The Coast Guard is establishing...

  4. 75 FR 23212 - Security Zone; U.S. Coast Guard BSU Seattle, Pier 36, Seattle, WA

    Federal Register 2010, 2011, 2012, 2013, 2014

    2010-05-03

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA87 Security Zone; U.S. Coast Guard BSU Seattle, Pier 36, Seattle, WA AGENCY: Coast Guard, DHS. ACTION: Notice of proposed rulemaking. SUMMARY: The Coast Guard proposes a security zone at U.S. Coast Guard (USCG) Base Support Unit Seattle, Pier 36, Elliot Bay,...

  5. 33 CFR 165.1121 - Security Zone: Fleet Supply Center Industrial Pier, San Diego, CA.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... Center Industrial Pier, San Diego, CA. 165.1121 Section 165.1121 Navigation and Navigable Waters COAST... Guard District § 165.1121 Security Zone: Fleet Supply Center Industrial Pier, San Diego, CA. (a... feet from the north, west, and south sides of the Fleet Industrial Supply Center enclosed by...

  6. 78 FR 42865 - Safety Zone; Chicago Harbor; Navy Pier Southeast; Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2013-07-18

    ... entitled ``Safety Zone; Chicago Harbor, Navy Pier SE., Chicago IL'' in the Federal Register (78 FR 29680... Security FR Federal Register NPRM Notice of Proposed Rulemaking TFR Temporary Final Rule A. Regulatory... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor; Navy Pier...

  7. 77 FR 25595 - Safety Zone; Chicago Harbor, Navy Pier East, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-05-01

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier East, Chicago, IL... enforce the Navy Pier East Safety Zone in Chicago Harbor at various times from May 20, 2012 through July... . SUPPLEMENTARY INFORMATION: The Coast Guard will enforce the safety zone; 33 CFR 165.933--Chicago Harbor,...

  8. Overview of Piers O2 and O3, Dry Dock No. 4 ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Overview of Piers O-2 and O-3, Dry Dock No. 4 Caisson between piers - U.S. Naval Base, Pearl Harbor, Dry Dock No. 4, East & West Quay Walls, East & west sides of Dry Dock No. 4, Pearl City, Honolulu County, HI

  9. Oblique view of GD5 taken from Pier GD4 U.S. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Oblique view of GD-5 taken from Pier GD-4 - U.S. Naval Base, Pearl Harbor, Pier & Quay Walls, Entrance to Dry Dock No. 2 & Repair Wharfs, east & west sides of Dry Dock No. 2 & west side of Dry Dock No. 3, Pearl City, Honolulu County, HI

  10. Pier GD3, view of top of deck and fender edge, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Pier GD-3, view of top of deck and fender edge, GD-4 beyond, taken from Dry Dock No. 2 Caisson - U.S. Naval Base, Pearl Harbor, Pier & Quay Walls, Entrance to Dry Dock No. 2 & Repair Wharfs, east & west sides of Dry Dock No. 2 & west side of Dry Dock No. 3, Pearl City, Honolulu County, HI

  11. Pier GD5, view of top of deck and looking toward ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Pier GD-5, view of top of deck and looking toward GD-4, concrete leg jutting out to the west of GD-5 in foreground - U.S. Naval Base, Pearl Harbor, Pier & Quay Walls, Entrance to Dry Dock No. 2 & Repair Wharfs, east & west sides of Dry Dock No. 2 & west side of Dry Dock No. 3, Pearl City, Honolulu County, HI

  12. 77 FR 35862 - Safety Zone; Fleet Week Maritime Festival, Pier 66 Elliott Bay, Seattle, WA

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-06-15

    ... SECURITY Coast Guard 33 CFR Part 165 Safety Zone; Fleet Week Maritime Festival, Pier 66 Elliott Bay... Guard will enforce the Fleet Week Maritime Festival's Pier 66 Safety Zone in Elliott Bay, WA from 8 a.m... Guard will enforce the Safety Zone for the Fleet Week Maritime Festival in 33 CFR 165.1330 on August...

  13. Piers Harris and Coopersmith Measure of Self-Esteem: A Comparative Analysis

    ERIC Educational Resources Information Center

    Lynch, Mervin D.; Foley-Peres, Kathleen D.; Sullivan, Stefanie S.

    2008-01-01

    The purposes of this study were to see if the items from the Piers Harris Self Concept Scale and the Coopersmith Self Esteem Inventory had construct and predictive validity. Items used in this study were 50 items from the Coopersmith Self-Esteem Inventory and 80 items from the Piers Harris Self-Concept Scale. Construct measures were obtained using…

  14. Overview of Shipyard coast line with Piers G1, G2, G3, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Overview of Shipyard coast line with Piers G-1, G-2, G-3, G-4, and G-5 in view, view facing east-southeast - U.S. Naval Base, Pearl Harbor, Pier & Quay Walls, Entrance to Dry Dock No. 2 & Repair Wharfs, east & west sides of Dry Dock No. 2 & west side of Dry Dock No. 3, Pearl City, Honolulu County, HI

  15. 48 CFR 47.303-12 - Ex dock, pier, or warehouse, port of importation.

    Code of Federal Regulations, 2010 CFR

    2010-10-01

    ... warehouse, port of importation. 47.303-12 Section 47.303-12 Federal Acquisition Regulations System FEDERAL..., pier, or warehouse, port of importation. (a) Explanation of delivery term. Ex dock, pier, or warehouse... in the warehouse at the specified port of importation. (b) Contractor responsibilities....

  16. W. St. John Street. View looking west from intersection of ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    W. St. John Street. View looking west from intersection of Pleasant and W. St. John Streets - River Street Historic District, Bounded by West Saint James Street, West Santa Clara Street, Pleasant Street, & Guadalupe River, San Jose, Santa Clara County, CA

  17. EXPERIMENTAL STUDY FOR SEISMIC SECURITY OF STEEL BRIDGE PIERS UNDER BIDIRECTIONAL GROUND MOTION EXCITATION

    NASA Astrophysics Data System (ADS)

    Dang, Ji; Aoki, Tetuhiko; Igarashi, Akira

    In this study, static cyclic loading tests, uni-directional hybrid tests, uni-directional nolinear seismic simulation using curve approximate hysteretic model developed for steel piers and bi-directional hybrid tests are conducted to clarify the seismic performance of steel bridge piers under bidirectional ground motion excitation. Nine bridge models applying 3 types of bridge pier specimens and 3 ground type conditions are designed based on the current seismic design specification. The response of these bridge models under uni- and bidirectional ground motions are obtained by pseudodanamic tests and numerical simuations. By comparing these tests and simulation results, it is found that the bridge piers could be collapsed under bi-direction ground motions, which are regarded as safe under uni-directional loading. Under the bidirectional seismic action, the capacity of steel piers degrades to averagely 84%, and their response displacement increases 20% more than the values obtained by convential uni-directional loading.

  18. General view of underground along 9th street. J street segment ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    General view of underground along 9th street. J street segment intersects at left, 9th street segment intersects alley at right. View to the east. - Coolot Building, 812 J Street, Sacramento, Sacramento County, CA

  19. Street sweeping and stormwater regulations

    SciTech Connect

    Not Available

    1993-10-01

    This article examines the role of street sweeping in meeting the requirements of the Clean Water Act stormwater regulations. The article identifies those industrial and municipal activities which are covered by the regulations and cites frequent sweeping of site surfaces for industry and street sweeping for municipalities as an integral part of compliance plans.

  20. 1. D Street (south) facade (short side) and 9th Street ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    1. D Street (south) facade (short side) and 9th Street (west) facade (long side). North of the D Street facade is the Edward Abner Building (413-415 9th Street) and north of it is the Ferree Building (417 9th Street). - PMI Parking Garage, 403-407 Ninth Street, Northwest, Washington, District of Columbia, DC

  1. 1. E Street (north) facade and 8th Street (east) side. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    1. E Street (north) facade and 8th Street (east) side. The next property south on 8th Street is the Potomac Electric Power Company station (422 8th Street), south of that is Lansburgh's Warehouse (410 8th Street), and south of that is 408 8th Street and then a parking lot. - Simon Oppenheimer & Brother Building, 800 E Street, Northwest, Washington, District of Columbia, DC

  2. Cognitive Skills and Street Activity.

    ERIC Educational Resources Information Center

    Foley, Matthew; McGuire, Donald

    1981-01-01

    Discusses trends in the descriptive literature about children and the poor. Presents anecdotal material of children's spontaneous street play and analyzes cognitive skills exhibited in these situations. (Author/GC)

  3. 7. CLOSEUP OF PIERS Copy photograph of photogrammetric plate LCHAERPS132000603. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. CLOSE-UP OF PIERS Copy photograph of photogrammetric plate LC-HAER-PS13-2000-603. - Philadelphia & Reading Railroad, Wissahickon Creek Viaduct, Spanning Wissahickon Creek, north of Ridge Avenue Bridge, Philadelphia, Philadelphia County, PA

  4. "U.S. Reclamation Service Grand River Dam details of piers 'D' ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    "U.S. Reclamation Service Grand River Dam details of piers 'D' & 'F,' Oct. 25, 1914." - Grand Valley Diversion Dam, Half a mile north of intersection of I-70 & Colorado State Route 65, Cameo, Mesa County, CO

  5. Prediction of Scour Around Bridge Piers Using Artificial Neural Networks Trained with Experimental Data

    NASA Astrophysics Data System (ADS)

    Halliday, C.; Khosronejad, A.

    2010-12-01

    Predicting the final maximum scour depth around bridge piers is important for the longevity of these structures and the safety of their users. Bridge pier scour is the cause of many bridge failures therefore accurate prediction is valuable to practitioners. Literature studies of scour have been able to achieve higher levels of prediction accuracy with artificial neural networks (ANNs) than regressive equations. This paper presents a feed-forward backpropagation ANN trained with a database of cylindrical pier literature data and tested with new experimental data. New data was collected from three experimental set-ups: cylindrical, diamond, and square bridge pier shapes. The validation and testing of the model indicated a good level of prediction accuracy and was similar to values found in the literature for other ANN scour models. Despite training the model exclusively with cylindrical data the diamond and square predictions were slightly better than cylindrical predictions.

  6. VIEW OF BRIDGE CONCRETE PIER “IV” LOOKING NORTHWEST. Huey ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    VIEW OF BRIDGE CONCRETE PIER “IV” LOOKING NORTHWEST. - Huey P. Long Bridge, Spanning Mississippi River approximately midway between nine & twelve mile points upstream from & west of New Orleans, Jefferson, Jefferson Parish, LA

  7. 76 FR 66274 - Small Takes of Marine Mammals Incidental to Specified Activities; Pier 36/Brannan Street Wharf...

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-10-26

    ... Pile type Total piles Pile driver day 24-inch octagonal concrete 141 Impact 8 24-inch steel shell 116 Vibratory and impact 5 36-inch steel shell 4 Vibratory and impact 4 ] Of the 261 piles, about 141 would be... necessary for each concrete pile. Of the 261 piles, about 116 would be 24-in steel shell piles driven...

  8. 78 FR 54574 - Safety Zone; Tall Ships Erie 2013 Fireworks Show, Holland Street Pier, Presque Isle Bay, Erie, PA

    Federal Register 2010, 2011, 2012, 2013, 2014

    2013-09-05

    ... DHS Department of Homeland Security FR Federal Register NPRM Notice of Proposed Rulemaking TFR... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Tall Ships Erie 2013 Fireworks Show... safety zone is intended to restrict vessels from a portion of Presque Isle Bay during the Tall Ships...

  9. The Smokey Hollow Community, Informal boundaries by street name: North ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    The Smokey Hollow Community, Informal boundaries by street name: North to South: East Jefferson Street to East Van Buren Street. West to East: South Gadsden Street to Marvin Street., Tallahassee, Leon County, FL

  10. Perspective view of gas station, 126 North F Street, corner ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Perspective view of gas station, 126 North F Street, corner of F and 2nd Streets North, view looking southeast - Lakeview Downtown Historic District, E, F & G Streets between Second Street North & First Street South, Lakeview, Lake County, OR

  11. 16. August, 1970 #31 ORANGE STREET & GENERAL VIEW OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. August, 1970 #31 ORANGE STREET & GENERAL VIEW OF WEST SIDE OF STREET - Orange & Union Streets Neighborhood Study, 8-31 Orange Street, 9-21 Union Street & Stone Alley, Nantucket, Nantucket County, MA

  12. 11. August, 1970 ORANGE STREET SIDEWALK IN FRONT OF LEVI ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    11. August, 1970 ORANGE STREET SIDEWALK IN FRONT OF LEVI STARBUCK HOUSE (MASS-912), 14 ORANGE STREET - Orange & Union Streets Neighborhood Study, 8-31 Orange Street, 9-21 Union Street & Stone Alley, Nantucket, Nantucket County, MA

  13. North elevation, looking southeast. Market Street runs parallel to the ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    North elevation, looking southeast. Market Street runs parallel to the tracks; 63rd street is perpendicular to them. - Market Street Elevated Railway, 63rd Street Station, Intersection of Market & Sixty-third Streets, Philadelphia, Philadelphia County, PA

  14. Southeast Area Survey, Sixth & G Streets (Synagogue), 132144 & ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Southeast Area Survey, Sixth & G Streets (Synagogue), 132-144 & 900-905 Eleventh Street (Row Houses), 215 Second Street (House), Seventh & G Streets (School), 214 First Street (House), Washington, District of Columbia, DC

  15. 6. South El Paso St., street view from 615 South ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. South El Paso St., street view from 615 South El Paso Street showing west side of street - South El Paso Street Historic District, South El Paso, South Oregon & South Santa Fe Streets, El Paso, El Paso County, TX

  16. 40. August, 1970 VIEW OF UNION STREET WITH ELISHA GREEN ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    40. August, 1970 VIEW OF UNION STREET WITH ELISHA GREEN HOUSE (9 UNION STREET) AT LEFT - Orange & Union Streets Neighborhood Study, 8-31 Orange Street, 9-21 Union Street & Stone Alley, Nantucket, Nantucket County, MA

  17. Geometries of Karman Vortex Street

    NASA Astrophysics Data System (ADS)

    Roushan, Pedram; Wu, X. L.

    2004-03-01

    The Bénard-von Kármán vortex street is studied in a flowing soap film channel. The two-dimensional fluid flow in the film allows stable vortex streets to be generated and investigated over a broad range of Reynolds numbers, 10street is analyzed for different diameter rods, which span more than two orders of magnitude in their diameters. The parameters that characterize the envelop of the vortex street, such as the growth rate and the saturation amplitude, are measured for different Reynolds numbers. It is found that all of the curves representing the envelope can be collapsed onto a single master curve, suggesting that the shape of Karman vortex streets is universal, independent of Re. We construct a simple model that takes into account the energy transfer into vortices by periodic oscillations of transverse velocity fluctuations beneath the rod. This simple model not only explains the near wake shape of the street, but also allows other useful information such as the kinetic energy injected into the fluid and the drag coefficient CD to be extracted.

  18. 76 FR 18869 - Safety Zone; Chicago Harbor, Navy Pier East, Chicago, IL

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-04-06

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Chicago Harbor, Navy Pier East, Chicago, IL... enforce the Navy Pier East Safety Zone in Chicago Harbor from 9:20 p.m. through 9:40 p.m. on May 7, 2011... . SUPPLEMENTARY INFORMATION: The Coast Guard will enforce the safety zone; 33 CFR 165.933-Chicago Harbor,...

  19. Analytical study on failure process of reinforced concrete wall-type skewed pier

    NASA Astrophysics Data System (ADS)

    Kyoda, Hidehiro; Mikami, Takashi; Nishi, Hiroaki

    Wall-type reinforced concrete piers have been broadly constructed out of urban area under space limitation. However the deformation capacity against earthquake should be evaluated appropriately as a function of the skewed angle. This paper aims to grasp the behavior of wall-type skewed piers under cyclic loading using the three dimensional fiber model analysis. As a result, it was found that the fiber mode l analysis could simulate the experimental results before failure of the longitudinal reinforcement.

  20. NO2 photolysis frequencies in street canyons

    NASA Astrophysics Data System (ADS)

    Koepke, P.; Garhammer, M.; Hess, M.; Roeth, E.-P.

    2010-05-01

    Photolysis frequencies for NO2 are modeled for the conditions in urban streets, which are taken into account as canyons with variable height and width. The effect of a street canyon is presented with absolute values and as a ratio RJ of the photolysis frequency within the street against those with free horizon, which allows further use of the existing photolysis parameterizations. Values are presented for variable solar elevation and azimuth angles, varying atmospheric conditions and different street properties. The NO2 photolysis frequency in the street, averaged over atmospheric conditions and street orientation, is reduced to less than 20% for narrow streets, to about 40% for typical urban streets, and only to about 80% for garden streets, each with about ±5% uncertainty. A parameterization of RJ with the global solar irradiance is given for values that are averaged over the meteorological conditions and the street orientation.

  1. NO2 photolysis frequencies in street canyons

    NASA Astrophysics Data System (ADS)

    Koepke, P.; Garhammer, M.; Hess, M.; Roeth, E.-P.

    2010-08-01

    Photolysis frequencies for NO2 are modeled for the conditions in urban streets, which are taken into account as canyons with variable height and width. The effect of a street canyon is presented with absolute values and as a ratio RJ of the photolysis frequency within the street compared to that with free horizon. This allows further use of the existing photolysis parameterizations. Values are presented for variable solar elevation and azimuth angles, varying atmospheric conditions and different street properties. The NO2 photolysis frequency in a street depends strongly on the relative width of the street and its orientation towards the sun. Averaged over atmospheric conditions and street orientation, the NO2 photolysis frequency is reduced in comparison with the values for free horizon: to less than 20% for narrow skyscraper streets, to about 40% for typical urban streets, and only to about 80% for garden streets. A parameterization with the global solar irradiance is given for the averaged RJ values.

  2. 33 CFR 334.510 - U.S. Navy Fuel Depot Pier, St. Johns River, Jacksonville, Fla.; restricted area.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... 33 Navigation and Navigable Waters 3 2014-07-01 2014-07-01 false U.S. Navy Fuel Depot Pier, St... REGULATIONS § 334.510 U.S. Navy Fuel Depot Pier, St. Johns River, Jacksonville, Fla.; restricted area. (a) The area is described as: (1) A line running at 238.5° true and paralleling the pier at 100 feet...

  3. 33 CFR 334.510 - U.S. Navy Fuel Depot Pier, St. Johns River, Jacksonville, Fla.; restricted area.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... 33 Navigation and Navigable Waters 3 2013-07-01 2013-07-01 false U.S. Navy Fuel Depot Pier, St... REGULATIONS § 334.510 U.S. Navy Fuel Depot Pier, St. Johns River, Jacksonville, Fla.; restricted area. (a) The area is described as: (1) A line running at 238.5° true and paralleling the pier at 100 feet...

  4. The dynamics of vortex streets in channels

    NASA Astrophysics Data System (ADS)

    Wang, Xiaolin; Alben, Silas

    2015-07-01

    We develop a model to numerically study the dynamics of vortex streets in channel flows. Previous work has studied the vortex wakes of specific vortex generators. Here, we study a wide range of vortex wakes including regular and reverse von Kármán streets with various strengths, geometries, and Reynolds numbers (Re) by applying a smoothed von Kármán street as an inflow condition. We find that the spatial structure of the inflow vortex street is maintained for the reverse von Kármán street and altered for the regular street. For regular streets, we identify a transition to asymmetric dynamics which happens when Re increases, or vortices are stronger, or vortex streets are compressed horizontally or extended vertically. We also determine the effects of these parameters on vortex street inversion.

  5. VIEW OF WATERSIDE MALL SHOPPING CENTER (M STREET SIDE) DESIGNED ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    VIEW OF WATERSIDE MALL SHOPPING CENTER (M STREET SIDE) DESIGNED BY CHLOETHIEL WOODARD SMITH & ASSOCIATES AND BUILT IN 1972 - Southwest Washington, Urban Renewal Area, Bounded by Independence Avenue, Washington Avenue, South Capitol Street, Canal Street, P Street, Maine Avenue & Washington Channel, Fourteenth Street, D Street, & Twelfth Street, Washington, District of Columbia, DC

  6. CLOSER VIEW ALONG TENTH STREET MALL LOOKING TO FORRESTAL BUILDING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    CLOSER VIEW ALONG TENTH STREET MALL LOOKING TO FORRESTAL BUILDING - Southwest Washington, Urban Renewal Area, Bounded by Independence Avenue, Washington Avenue, South Capitol Street, Canal Street, P Street, Maine Avenue & Washington Channel, Fourteenth Street, D Street, & Twelfth Street, Washington, District of Columbia, DC

  7. Southeast corner of W. St. John Street and N. River ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Southeast corner of W. St. John Street and N. River Streets, view from W. St. John Street - River Street Historic District, Bounded by West Saint James Street, West Santa Clara Street, Pleasant Street, & Guadalupe River, San Jose, Santa Clara County, CA

  8. Prediction of Scour Depth around Bridge Piers using Adaptive Neuro-Fuzzy Inference Systems (ANFIS)

    NASA Astrophysics Data System (ADS)

    Valyrakis, Manousos; Zhang, Hanqing

    2014-05-01

    Earth's surface is continuously shaped due to the action of geophysical flows. Erosion due to the flow of water in river systems has been identified as a key problem in preserving ecological health of river systems but also a threat to our built environment and critical infrastructure, worldwide. As an example, it has been estimated that a major reason for bridge failure is due to scour. Even though the flow past bridge piers has been investigated both experimentally and numerically, and the mechanisms of scouring are relatively understood, there still lacks a tool that can offer fast and reliable predictions. Most of the existing formulas for prediction of bridge pier scour depth are empirical in nature, based on a limited range of data or for piers of specific shape. In this work, the application of a Machine Learning model that has been successfully employed in Water Engineering, namely an Adaptive Neuro-Fuzzy Inference System (ANFIS) is proposed to estimate the scour depth around bridge piers. In particular, various complexity architectures are sequentially built, in order to identify the optimal for scour depth predictions, using appropriate training and validation subsets obtained from the USGS database (and pre-processed to remove incomplete records). The model has five variables, namely the effective pier width (b), the approach velocity (v), the approach depth (y), the mean grain diameter (D50) and the skew to flow. Simulations are conducted with data groups (bed material type, pier type and shape) and different number of input variables, to produce reduced complexity and easily interpretable models. Analysis and comparison of the results indicate that the developed ANFIS model has high accuracy and outstanding generalization ability for prediction of scour parameters. The effective pier width (as opposed to skew to flow) is amongst the most relevant input parameters for the estimation.

  9. Experimental research and finite element analysis of bridge piers failed in flexure-shear modes

    NASA Astrophysics Data System (ADS)

    Sun, Zhiguo; Si, Bingjun; Wang, Dongsheng; Guo, Xun

    2008-12-01

    In recent earthquakes, a large number of reinforced concrete (RC) bridges were severely damaged due to mixed flexure-shear failure modes of the bridge piers. An integrated experimental and finite element (FE) analysis study is described in this paper to study the seismic performance of the bridge piers that failed in flexure-shear modes. In the first part, a nonlinear cyclic loading test on six RC bridge piers with circular cross sections is carried out experimentally. The damage states, ductility and energy dissipation parameters, stiffness degradation and shear strength of the piers are studied and compared with each other. The experimental results suggest that all the piers exhibit stable flexural response at displacement ductilities up to four before exhibiting brittle shear failure. The ultimate performance of the piers is dominated by shear capacity due to significant shear cracking, and in some cases, rupturing of spiral bars. In the second part, modeling approaches describing the hysteretic behavior of the piers are investigated by using ANSYS software. A set of models with different parameters is selected and evaluated through comparison with experimental results. The influences of the shear retention coefficients between concrete cracks, the Bauschinger effect in longitudinal reinforcement, the bond-slip relationship between the longitudinal reinforcement and the concrete and the concrete failure surface on the simulated hysteretic curves are discussed. Then, a modified analysis model is presented and its accuracy is verified by comparing the simulated results with experimental ones. This research uses models available in commercial FE codes and is intended for researchers and engineers interested in using ANSYS software to predict the hysteretic behavior of reinforced concrete structures.

  10. GENERAL VIEW, WEST SIDE OF UBER STREET, LOOKING SOUTHWEST. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    GENERAL VIEW, WEST SIDE OF UBER STREET, LOOKING SOUTHWEST. - 2100 Block North Uber Street (Houses), East & west sides between Diamond Street & Susquehanna Avenue, Philadelphia, Philadelphia County, PA

  11. The Great Learning Street Debate

    ERIC Educational Resources Information Center

    Nair, Prakash

    2005-01-01

    Nair discusses the "Learning Street," a now-frequent concept of modern school planning and design in terms of the multiple modalities of learning that today's schools must nurture. The author lists 18, including: (1) Independent study; (2) Peer tutoring; (3) Team collaborative work in small and mid-sized groups; (4) One-on-one learning with the…

  12. Main Street in Iowa History.

    ERIC Educational Resources Information Center

    Ruth, Amy, Ed.

    1997-01-01

    This theme issue of "The Goldfinch" focuses on the main streets in Iowa's past. Residential and business patterns are discussed with an analysis of successes and failures. Efforts of young Iowans involved in preservation of a historic town square in their community are described. Activities, fiction selections, and nonfictional accounts of present…

  13. Needs of Rio street children.

    PubMed

    Filgueiras, A

    1993-01-01

    Millions of children and adolescents live on the streets of urban Brazil and are being bypassed by existing social services. In the state of Rio de Janeiro, for example, there are only 2 shelters for street children. Many of these children are from single-parent households that could not produce enough income to support them; others are the victims of intrafamilial sexual abuse or violence. Early initiation into sexual activity is nearly universal among these street children, and provides gratification in an atmosphere of deprivation and a source of emotional connectedness. Many are forced into prostitution as a means of survival. The absence of familial support leads these marginalized adolescents vulnerable to pregnancy and illegal abortion; their illiteracy and non-school attendance isolates them from sources of information about sexuality and birth control. Government agencies must assume responsibility for providing these citizens with shelter, food, access to the public school system with a culturally sensitive curriculum, and health services that address the special needs of this population. Nongovernmental organizations, on the other hand, are urged to develop innovative programs for street children, including outreach programs, educational strategies and materials, legal advocacy, hot-lines, and itinerant van units. PMID:12345365

  14. Street Rhymes around the World.

    ERIC Educational Resources Information Center

    Yolen, Jane, Ed.

    Based on the idea that although children of every nation speak different languages the language of play is international, this collection of 32 street rhymes from 17 nations and republics offers each rhyme in its native language (Portuguese, Tamil, Hebrew, Japanese, Russian, Chinese, Spanish, Greek, German, Bantu (Mambwe), Danish, Cheyenne,…

  15. Youth and the City Streets.

    ERIC Educational Resources Information Center

    Husby, Lynn; Brendtro, Larry

    1992-01-01

    This "Voices of Pioneers" section of the journal highlights the work of Jane Addams, who founded the settlement house movement in America with the establishment of Hull House in Chicago in 1899. Presents excerpts from Addams' book "The Spirit of Youth and the City Streets (1909)" to illustrate her views on guns, stealing, rebellion, and drugs. (NB)

  16. A Ride Down Mango Street.

    ERIC Educational Resources Information Center

    O'Malley, Thomas F.

    1997-01-01

    Describes the powerful connections an English teacher and his students made with Sandra Cisneros'"The House on Mango Street." Discusses how the book invites the reader to experience racism, shares the mainstream of the American experience, and deals with growing up. Notes that the book had a powerful impact on students' writing and their desire to…

  17. Wary Eyes Monitoring Wall Street

    ERIC Educational Resources Information Center

    Jacobson, Linda

    2008-01-01

    School business officials kept a close watch on the financial markets this week--and on district investment portfolios and teacher-retirement funds--as stock prices gyrated and once-sound institutions got government bailouts or crumbled into bankruptcy. While financial observers said it was too soon to predict how Wall Street's upheaval might…

  18. Who Is on Our Streets?

    ERIC Educational Resources Information Center

    Johnson, Brian A.

    1983-01-01

    By conducting a pedestrian survey, secondary or college level students answer the question "What is the best location for a new business requiring maximum pedestrian traffic?" They collect data on the number and types of people on streets in a commercial area of a city. (RM)

  19. The Street Musicians of San Francisco

    ERIC Educational Resources Information Center

    Moore, Mary R.

    1974-01-01

    The author, a street musician herself, tells the story of her experiences making a living from playing music in the streets, an activity that she describes as "somewhere between the practice room and the recital hall". (Author/RK)

  20. LEDs for Street Lighting—Here Today

    SciTech Connect

    2013-11-29

    Fact sheet that provides a brief overview of the viability of LED street lighting in municipalities and highlights case studies of two cities—Los Angeles and Seattle—that have invested in LED street lighting.

  1. "Moving On": Learning to Cross Streets Independently.

    ERIC Educational Resources Information Center

    Pattavina, Sylvia; And Others

    1992-01-01

    A 12-year-old boy with severe disabilities was taught street-crossing skills through the use of photographs with verbal rehearsal of appropriate street crossing, followed by community-based instruction. The skills were acquired, maintained at follow up, and generalized to new streets. (JDD)

  2. FACING SOUNT AT JEFFERSON STREET AND 16TH STREET. NORTH AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    FACING SOUNT AT JEFFERSON STREET AND 16TH STREET. NORTH AND WEST BACKSIDES OF JOHN BREUNER AND COMPANY BUILDING IN CENTER (BACKGROUND), SURROUNDING STRUCTURES ON CLAY, JEFFERSON AND 15TH STREETS AT LEFT, RIGHT, AND FOREGROUND - John Breuner & Company Building, 1515 Clay Street, Oakland, Alameda County, CA

  3. 33 CFR 334.510 - U.S. Navy Fuel Depot Pier, St. Johns River, Jacksonville, Fla.; restricted area.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... 33 Navigation and Navigable Waters 3 2010-07-01 2010-07-01 false U.S. Navy Fuel Depot Pier, St... REGULATIONS § 334.510 U.S. Navy Fuel Depot Pier, St. Johns River, Jacksonville, Fla.; restricted area. (a) The... that have been specifically authorized to do so by the Officer in Charge of the Navy Fuel Depot....

  4. 33 CFR 334.530 - Canaveral Harbor adjacent to the Navy pier at Port Canaveral, Fla.; restricted area.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... Navy pier at Port Canaveral, Fla.; restricted area. 334.530 Section 334.530 Navigation and Navigable... REGULATIONS § 334.530 Canaveral Harbor adjacent to the Navy pier at Port Canaveral, Fla.; restricted area. (a) The area. The waters of Canaveral Harbor within a line circumscribing the water approaches to the...

  5. 33 CFR 334.530 - Canaveral Harbor adjacent to the Navy pier at Port Canaveral, Fla.; restricted area.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ... Navy pier at Port Canaveral, Fla.; restricted area. 334.530 Section 334.530 Navigation and Navigable... REGULATIONS § 334.530 Canaveral Harbor adjacent to the Navy pier at Port Canaveral, Fla.; restricted area. (a) The area. The waters of Canaveral Harbor within a line circumscribing the water approaches to the...

  6. 33 CFR 334.530 - Canaveral Harbor adjacent to the Navy pier at Port Canaveral, Fla.; restricted area.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... Navy pier at Port Canaveral, Fla.; restricted area. 334.530 Section 334.530 Navigation and Navigable... REGULATIONS § 334.530 Canaveral Harbor adjacent to the Navy pier at Port Canaveral, Fla.; restricted area. (a) The area. The waters of Canaveral Harbor within a line circumscribing the water approaches to the...

  7. 33 CFR 334.530 - Canaveral Harbor adjacent to the Navy pier at Port Canaveral, Fla.; restricted area.

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... Navy pier at Port Canaveral, Fla.; restricted area. 334.530 Section 334.530 Navigation and Navigable... REGULATIONS § 334.530 Canaveral Harbor adjacent to the Navy pier at Port Canaveral, Fla.; restricted area. (a) The area. The waters of Canaveral Harbor within a line circumscribing the water approaches to the...

  8. 33 CFR 334.530 - Canaveral Harbor adjacent to the Navy pier at Port Canaveral, Fla.; restricted area.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... Navy pier at Port Canaveral, Fla.; restricted area. 334.530 Section 334.530 Navigation and Navigable... REGULATIONS § 334.530 Canaveral Harbor adjacent to the Navy pier at Port Canaveral, Fla.; restricted area. (a) The area. The waters of Canaveral Harbor within a line circumscribing the water approaches to the...

  9. 33 CFR 334.510 - U.S. Navy Fuel Depot Pier, St. Johns River, Jacksonville, Fla.; restricted area.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... 33 Navigation and Navigable Waters 3 2012-07-01 2012-07-01 false U.S. Navy Fuel Depot Pier, St... REGULATIONS § 334.510 U.S. Navy Fuel Depot Pier, St. Johns River, Jacksonville, Fla.; restricted area. (a) The... that have been specifically authorized to do so by the Officer in Charge of the Navy Fuel Depot....

  10. 33 CFR 334.510 - U.S. Navy Fuel Depot Pier, St. Johns River, Jacksonville, Fla.; restricted area.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ... 33 Navigation and Navigable Waters 3 2011-07-01 2011-07-01 false U.S. Navy Fuel Depot Pier, St... REGULATIONS § 334.510 U.S. Navy Fuel Depot Pier, St. Johns River, Jacksonville, Fla.; restricted area. (a) The... that have been specifically authorized to do so by the Officer in Charge of the Navy Fuel Depot....

  11. 33 CFR 165.1330 - Safety Zone; Fleet Week Maritime Festival, Pier 66, Elliott Bay, Seattle, Washington.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ...) Regulations. In accordance with the general regulations in 33 CFR Part 165, Subpart C, no vessel operator may... Festival, Pier 66, Elliott Bay, Seattle, Washington. 165.1330 Section 165.1330 Navigation and Navigable... Thirteenth Coast Guard District § 165.1330 Safety Zone; Fleet Week Maritime Festival, Pier 66, Elliott...

  12. 33 CFR 165.1330 - Safety Zone; Fleet Week Maritime Festival, Pier 66, Elliott Bay, Seattle, Washington.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ...) Regulations. In accordance with the general regulations in 33 CFR Part 165, Subpart C, no vessel operator may... Festival, Pier 66, Elliott Bay, Seattle, Washington. 165.1330 Section 165.1330 Navigation and Navigable... Thirteenth Coast Guard District § 165.1330 Safety Zone; Fleet Week Maritime Festival, Pier 66, Elliott...

  13. 33 CFR 165.1330 - Safety Zone; Fleet Week Maritime Festival, Pier 66, Elliott Bay, Seattle, Washington.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ...) Regulations. In accordance with the general regulations in 33 CFR Part 165, Subpart C, no vessel operator may... Festival, Pier 66, Elliott Bay, Seattle, Washington. 165.1330 Section 165.1330 Navigation and Navigable... Thirteenth Coast Guard District § 165.1330 Safety Zone; Fleet Week Maritime Festival, Pier 66, Elliott...

  14. 33 CFR 165.1330 - Safety Zone; Fleet Week Maritime Festival, Pier 66, Elliott Bay, Seattle, Washington.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ...) Regulations. In accordance with the general regulations in 33 CFR Part 165, Subpart C, no vessel operator may... Festival, Pier 66, Elliott Bay, Seattle, Washington. 165.1330 Section 165.1330 Navigation and Navigable... Thirteenth Coast Guard District § 165.1330 Safety Zone; Fleet Week Maritime Festival, Pier 66, Elliott...

  15. Local sediment scour model tests for the Woodrow Wilson Bridge piers

    USGS Publications Warehouse

    Sheppard, D.M.; Jones, J.S.; Odeh, M.; Glasser, T.

    2004-01-01

    The Woodrow Wilson Bridge on I-495 over the Potomac River in Prince Georges County, Maryland is being replaced. Physical local scour model studies for the proposed piers for the new bridge were performed in order to help establish design scour depths. Tests were conducted in two different flumes, one in the USGS-BRD Conte Research Center in Turners Falls, Massachusetts and one in the FHWA Turner Fairbanks Laboratory in McLean, Virginia. Due to space limitations in this publication only the tests conducted in the USGS flume are presented in this paper. Two different pier designs were tested. One of the piers was also tested with two different diameter dolphin systems. Copyright ASCE 2004.

  16. Remediation of Centre Pier, Port Hope, Ontario: Historical, Logistical, Regulatory and Technical Challenges - 13118

    SciTech Connect

    Ferguson Jones, Andrea; Case, Glenn; Lawrence, Dave

    2013-07-01

    Centre Pier is a 3.9 ha property owned by the Commissioners of the Port Hope Harbour in the Municipality of Port Hope, Ontario, Canada. It is centrally located on the Port Hope waterfront and is bounded on the west by the Port Hope Harbour, on the east by the Ganaraska River, on the south by Lake Ontario, and on the north by a railway corridor. The property is currently leased by the Commissioners of the Port Hope Harbour to the Cameco Corporation which owns the four onsite building that are used as warehouse space for their uranium conversion facility located on the western side of the Harbour. Remediation of this site forms part of the Port Hope Project being undertaken by Atomic Energy of Canada Limited (AECL) and Public Works and Government Services Canada (PWGSC) as part of the Port Hope Area Initiative (PHAI). Soil impacts include radiological, metals and petroleum hydrocarbons resulting from long term historical industrial use. Radiological impacts in soil extend across most of the site primarily within the upper metre of fill. Metals-contaminated soil is present across the entire site in the underlying fill material. The metals-contaminated fill extends to a maximum depth of 2.0 m below grade at the north end of the site which is underlain by peat. However, the metals-contaminated soil could extend to the top of the bedrock on the remainder of the site. Based on the elevation of the bedrock in the adjacent river and Harbour Basin, the metals-contaminated soil may extend to a depth of 5.6 m or 6.5 m below existing grade. Petroleum-contaminated soil is present on the southeast side of the site, where a storage tank farm was previously located. Challenges include: - The complex history of the site both relating to site use and Pier construction. Pier development began in the 1800's and was undertaken by many different entities. Modifications and repairs were made over the years resulting in several different types of Pier walls and fill that must be considered

  17. Seismic behavior and force-displacement characterization of neotype column-slab high piers.

    PubMed

    Zhou, YanQun; Zhang, YeZhi; Ye, MeiXin; Zhan, MengSi

    2014-01-01

    The seismic behavior and plasticity spreading of a neotype column-slab high pier are researched in this paper. Four scale model tests of a web slab with two boundary columns are carried out under cyclic inelastic lateral displacements simulating seismic response. The test results show that the neotype column-slab high pier has strong and stable bearing capacity, good ductility, and energy dissipation capacity. The experimental values pertaining to the spread of plasticity are derived. An approach for deriving the spread of plasticity analytically is deduced and applied to the four tests. This method accurately assesses a pier's spread of plasticity for most ductility levels. At nearly all ductility levels, the mean difference between analytical assessments of the spread of plasticity and results from 4 large-scale tests is 12% with a 9% coefficient of variation. PMID:24883420

  18. Interior view; Street Car Waiting House North Philadelphia Station, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Interior view; Street Car Waiting House - North Philadelphia Station, Street Car Waiting House, 2900 North Broad Street, on northwest corner of Broad Street & Glenwood Avenue, Philadelphia, Philadelphia County, PA

  19. North view; Street Car Waiting House, south (front) elevation ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    North view; Street Car Waiting House, south (front) elevation - North Philadelphia Station, Street Car Waiting House, 2900 North Broad Street, on northwest corner of Broad Street & Glenwood Avenue, Philadelphia, Philadelphia County, PA

  20. Detail; Street Car Waiting House window, north wall North ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail; Street Car Waiting House window, north wall - North Philadelphia Station, Street Car Waiting House, 2900 North Broad Street, on northwest corner of Broad Street & Glenwood Avenue, Philadelphia, Philadelphia County, PA

  1. West view; Street Car Waiting House, east elevation North ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    West view; Street Car Waiting House, east elevation - North Philadelphia Station, Street Car Waiting House, 2900 North Broad Street, on northwest corner of Broad Street & Glenwood Avenue, Philadelphia, Philadelphia County, PA

  2. Detail; Street Car Waiting House, support for exterior light fixture ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail; Street Car Waiting House, support for exterior light fixture - North Philadelphia Station, Street Car Waiting House, 2900 North Broad Street, on northwest corner of Broad Street & Glenwood Avenue, Philadelphia, Philadelphia County, PA

  3. 75. SACRED HEART SCHOOL, 1324 ELLIS STREET SOUTH (REAR ELEVATION ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    75. SACRED HEART SCHOOL, 1324 ELLIS STREET SOUTH (REAR ELEVATION FROM GREENE STREET 56/61A - Greene Street Historic District, Greene Street, Gordon Highway to Augusta Canal Bridge, Augusta, Richmond County, GA

  4. 1. Ninth Street (west) facade. Adjacent on the north is ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    1. Ninth Street (west) facade. Adjacent on the north is the 9th Street facade of 816 E Street. Both buildings were originally one property. - Riley Building, Rendezvous Adult Magazines & Films, 437 Ninth Street, Northwest, Washington, District of Columbia, DC

  5. 29. In context, from west facing east on Pine Street, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    29. In context, from west facing east on Pine Street, south side of Building H-2, left. - Clark Howell Homes (Public Housing), Bounded by North Avenue, Lovejoy Street, Mills Street & Luckie Street, Atlanta, Fulton County, GA

  6. 24. In context, from southwest facing northeast on Hunnicutt Street, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    24. In context, from southwest facing northeast on Hunnicutt Street, west side of Building D-4, far left. - Clark Howell Homes (Public Housing), Bounded by North Avenue, Lovejoy Street, Mills Street & Luckie Street, Atlanta, Fulton County, GA

  7. 21. In context, from south facing north on Luckie Street, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    21. In context, from south facing north on Luckie Street, Building E-1, right. - Clark Howell Homes (Public Housing), Bounded by North Avenue, Lovejoy Street, Mills Street & Luckie Street, Atlanta, Fulton County, GA

  8. 31. In context, from north facing south on Venable Street, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    31. In context, from north facing south on Venable Street, north side of Building E-8, center, park/ballfield left. - Clark Howell Homes (Public Housing), Bounded by North Avenue, Lovejoy Street, Mills Street & Luckie Street, Atlanta, Fulton County, GA

  9. 23. In context, from south facing north on venable Street, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    23. In context, from south facing north on venable Street, east sdie of Building E-1, far left. - Clark Howell Homes (Public Housing), Bounded by North Avenue, Lovejoy Street, Mills Street & Luckie Street, Atlanta, Fulton County, GA

  10. 27. In context, from west facing east on Pine Street, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    27. In context, from west facing east on Pine Street, west side of Building E-6, far left. - Clark Howell Homes (Public Housing), Bounded by North Avenue, Lovejoy Street, Mills Street & Luckie Street, Atlanta, Fulton County, GA

  11. 28. In context, from northwest facing southeast on Venable Street, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    28. In context, from northwest facing southeast on Venable Street, west side of Building A-3, left. - Clark Howell Homes (Public Housing), Bounded by North Avenue, Lovejoy Street, Mills Street & Luckie Street, Atlanta, Fulton County, GA

  12. 2. August, 1970 VIEW LOOKING SOUTH ON ORANGE STREET FROM ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    2. August, 1970 VIEW LOOKING SOUTH ON ORANGE STREET FROM TOP OF UNITARIAN CHURCH - Orange & Union Streets Neighborhood Study, 8-31 Orange Street, 9-21 Union Street & Stone Alley, Nantucket, Nantucket County, MA

  13. 24. August, 1970 STONE ALLEY, LOOKING TOWARD ORANGE STREET FROM ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    24. August, 1970 STONE ALLEY, LOOKING TOWARD ORANGE STREET FROM HALF-WAY POINT - Orange & Union Streets Neighborhood Study, 8-31 Orange Street, 9-21 Union Street & Stone Alley, Nantucket, Nantucket County, MA

  14. 6. September, 1968 LOOKING WEST ON ORANGE STREET, UNITARIAN CHURCH ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. September, 1968 LOOKING WEST ON ORANGE STREET, UNITARIAN CHURCH AT LEFT - Orange & Union Streets Neighborhood Study, 8-31 Orange Street, 9-21 Union Street & Stone Alley, Nantucket, Nantucket County, MA

  15. 22. August, 1970 STONE ALLEY, VIEW TO ORANGE STREET FROM ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    22. August, 1970 STONE ALLEY, VIEW TO ORANGE STREET FROM GARDNER HOUSES - Orange & Union Streets Neighborhood Study, 8-31 Orange Street, 9-21 Union Street & Stone Alley, Nantucket, Nantucket County, MA

  16. 10. August, 1970 EAST SIDE OF ORANGE STREET LOOKING NORTH ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. August, 1970 EAST SIDE OF ORANGE STREET LOOKING NORTH FOM IN FRONT OF THE LEVI STARBUCK HOUSE - Orange & Union Streets Neighborhood Study, 8-31 Orange Street, 9-21 Union Street & Stone Alley, Nantucket, Nantucket County, MA

  17. 7. August, 1970 9 ORANGE STREET, ADJACENT TO UNITARIAN CHURCH ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. August, 1970 9 ORANGE STREET, ADJACENT TO UNITARIAN CHURCH (NOT IN STUDY AREA) - Orange & Union Streets Neighborhood Study, 8-31 Orange Street, 9-21 Union Street & Stone Alley, Nantucket, Nantucket County, MA

  18. 3. ENVIRONMENT, FROM WEST, SHOWING BOSTON STREET BRIDGE CARRYING BOSTON ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    3. ENVIRONMENT, FROM WEST, SHOWING BOSTON STREET BRIDGE CARRYING BOSTON STREET OVER HARRIS CREEK SEWER, WITH PORTION OF AMERICAN CAN COMPANY COMPLEX - Boston Street Bridge, Spanning Harris Creek Sewer at Boston Street, Baltimore, Independent City, MD

  19. 2. ENVIRONMENT, FROM EAST, SHOWING BOSTON STREET BRIDGE CARRYING BOSTON ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    2. ENVIRONMENT, FROM EAST, SHOWING BOSTON STREET BRIDGE CARRYING BOSTON STREET OVER HARRIS CREEK SEWER - Boston Street Bridge, Spanning Harris Creek Sewer at Boston Street, Baltimore, Independent City, MD

  20. 1. ENVIRONMENT, FROM SOUTH, SHOWING BOSTON STREET BRIDGE CARRYING BOSTON ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    1. ENVIRONMENT, FROM SOUTH, SHOWING BOSTON STREET BRIDGE CARRYING BOSTON STREET OVER HARRIS CREEK SEWER OUTLET AT NORTHWEST BRANCH OF PATAPSCO RIVER (BALTIMORE HARBOR) - Boston Street Bridge, Spanning Harris Creek Sewer at Boston Street, Baltimore, Independent City, MD