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Photographic Record of the Cooper River Bridge

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61.
vol1_p099
vol1_p099 Image #284 (4.5" x 2.75"): "4-30-29. Same as 283."; Image #287 (2.75" x 4.5"): "5-1-29. Anchor bent completed on Pier 7."; Image #288 (2.75" x 4.5"): "5-2-29. Progress in Cooper River. Both travelers are standing over the anchor piers - ready to start erection of main span."
62.
vol1_p098
vol1_p098 Image #285 (2.75" x 4.5"): "4-30-29. Viaduct Traveler C working on East Approach."; Image #286 (2.75" x 4.5"): "5-1-29. Our wharf and storage yard from the Cooper River. Note the 3-locomotive crane booms."; Image #283 (4.5" x 2.75"): "4-30-29. Poor assembly of column-cap details. Taken to illustrate shop error report to V.B.& I. Co."
63.
vol2_p002
vol2_p002 Image #289 (2.75" x 4.5"): "5-3-29. Erecting first bent of falsework at L2, East anchor arm."; Image #290 (2.75" x 4.5"): "5-3-29. Erecting first bottom chord of west anchor arm, Span 7, at Pier 7. Town Creek span in distance."; Image #292 (2.75" x 4.5"): "Same as 290."
64.
vol1_p013
vol1_p013 Image #29 (4.5" x 2.75"): "1-1-29."; Image #30 (4.5" x 2.75"): "1-3-29." ; Image #31 (4.5" x 2.75"): "1-3-29." Caption under all pictures: "Erecting steel material tower on deck at Pier 4, Town Creek Span, with an 80 ft. boom used first as a gin pole and then as a 'basket boom.' See 32 and 33 for detail of basket support."
65.
vol2_p004
vol2_p004 Image #291 (4.5" x 2.75"): "5-3-29. East Approach nearing completion."; Image #294 (4.5" x 2.75"): "5-5-29. First panel of truss erected - west anchor arm."; Image #295 (4.5" x 2.75"): "5-6-29. Erecting first panel of floor - east anchor arm."; Image #297 (4.5" x 2.75"): "5-6-29. Progress in Cooper River."
66.
vol2_p005
vol2_p005 Image #298 (2.75" x 4.5"): "5-6-29. Our tank lighter and coal barge."; Image #299 (2.75" x 4.5"): "5-6-29. Traveler "B" moved out to L2. West anchor arm."; Image #300 (2.75" x 4.5"): "5-8-29. Second panel--west anchor arm complete. Traveler Bat L3, erecting portal bracing."; Image #301 (2.75" x 4.5"): "5-9-29. Traveler B erecting third falsework bent at L6, west anchor arm."
67.
vol2_p007
vol2_p007 Image #302 (2.75" x 4.5"): "5-9-29. Traveler B at L2, ready to move out to L3. East anchor arm."; Image #304 (2.75" x 4.5"): "5-9-29. Field office on bottom chord of deck span 10 - at anchor pier 10."; Image #305 (2.75" x 4.5"): "5-9-29. Looking west from traveler B toward traveler A. Town Creek span at left."; Image # 307 (2.75" x 4.5"): " 5-9-29. Erecting falsework bent at L6 - west anchor arm."
68.
vol2_p008
vol2_p008 Image #308 (2.75" x 4.5"): "5-9-29. Progress at noon."; Image #309 (2.75" x 4.5"): "5-9-29. Falsework bent #29, L6 - west anchor arm. Low tide, 25 ft. of water. 16 plumb piles & 8 batter piles under each column. Max. load = 20 1/2 tons per pile."; Image #310 (2.75" x 4.5"): "5-10-29. Traveler A, east side, at L4."; Image #311 (2.75" x 4.5"): " 5-10-29. Looking west from traveler on Cooper River Span, west anchor arm."
69.
vol2_p010
vol2_p010 Image #312 (2.75" x 4.5"): "5-16-29. Progress in Cooper River."; Image #313 (2.75" x 4.5"): "5-16-29. West anchor arm - Span 7."; Image #314 (2.75" x 4.5"): "5-16-29. Looking east from traveler B on west anchor arm. Pier B in foreground, Elev. 132.0'."; Image #319 (2.75" x 4.5"): "5-16-29. Looking down on Span Traveler."
70.
vol1_p014
vol1_p014 Image #32 (2.75" x 4.5"): "1-1-29. Base of boom in Chicago heel and 'basket', used as gin pole on dock at Pier 4."; Image #33 (2.75" x 4.5"): "1-3-29. Base of "basket boom', showing details of support."; Image #36 (4.5" x 2.75"): "1-6-29. West Approach from America St. looking east, before street was paved. (See 271.)"
71.
vol2_p011
vol2_p011 Image #320 (2.75" x 4.5"): "5-17-29. Setting timber forms for concrete deck, East Approach."; Image #321 (4.5" x 2.75"); "5-17-29. Bowed plates in expansion joint at 9E on the East Approach. Taken to illustrate shop error. report made to V.B. & Iron Co."; Image #322 (2.75" x 4.5"): "5-17-29. Progress in Cooper River."
72.
vol2_p013
vol2_p013 Image #323 (2.75" x 4.5"): "5-17-29. East anchor arm. Traveler at L6."; Image #324 (2.75" x 4.5"): "5-17-29. Progress in A.M."; Image #325 (2.75" x 4.5"): "5-18-29. Supply ship "Dobbin" and five Navy destroyers. West anchor arm beyond."; Image #329 (2.75" x 4.5"): "5-18-29. West anchor arm. Navy destroyer in foreground."
73.
vol2_p014
vol2_p014 Image #330 (2.75" x 4.5"): "5-18-29. Progress"; Image #331 (2.75" x 4.5"): "5-18-29. West anchor arm. Note stair tower and office on bottom chord of deck span - at Pier 7."; Image #332 (4.5" x 2.75"): "5-18-29. Deck of bridge from end of east anchor arm. Traveler at L6."
74.
vol2_p015
vol2_p015 Image #333 (2.75" x 4.5"): "5-18-29. Falsework bent 31- L8 - East anchor arm. 16 Plumb piles and 10 battered piles under each col. 40 ft. of water at low tide. Taken at low tide. See also 355."; Image #334 (2.75" x 4.5"): "5-18-29. Falsework footing 32 - L6, anchor arm. Similar to bent 31. Max. load 20 1/2 tons per pile (D + L + Trav.)."; Image #335 (4.5" x 2.75"): "5-18-29. Looking west from top of anchor pier 10 showing steel falsework. Pier 9 beyond = 450 ft. Bents at 90 ft. centers. Flswk. cols. plumb and 37'-6" c. to c."
75.
vol2_p016
vol2_p016 Image #336 (2.75" x 4.5"): "5-18-29. Office in A.C.L. Yard. See also #1."; Image #337 (2.75" x 4.5"): "Bottom chord joint at L10 - over main piers 8 and 9. Weight 13 tons. 12'-7" long x 12'-4" high (Main gas. pl. 108" x 1" x 12'-7")."; Image #338 (4.5" x 2.75"): "5-21-29. West anchor arm landing on Pier 8."
76.
vol2_p017
vol2_p017 Image #339 (2.75" x 4.5"): "5-21-29. West anchor arm ready to erect last panel 8-10, and land on main pier 8."; Image #340 (2.75" x 4.5"): "5-22-29. East anchor arm erecting last panel 8-10, to land on main pier 9."; Image #341 (2.75" x 4.5"): "5-22-29. Setting shoe in Pier 8. wt. of lower shoe = 10 tons. Base 7'-3 x 8'-6 = 61.6 [square feet]"; Image #342 (2.75" x 4.5"): "5-22-29. Setting main shoes on Pier 8."
77.
vol2_p018
vol2_p018 Image #343 (2.75" x 4.5"): "5-22-29. Erecting bottom chord joint at L10, Pier 8. Weight 13 tons."; Image #344 (2.75" x 4.5"): "5-22-29. Same as 343. (Leatherman)."; Image #345 (2.75" x 4.5"): "5-22-29. Pulling joint L10 back into place to connect to bott. chord L8 L10 and diagonal M9 L10."; Image #348 (2.75" x 4.5"): "5-23-29. Bottom chord joint L10 before erection of stringers. Floorbeam in place."
78.
vol2_p019
vol2_p019 Image #346 (4.5" x 2.75"): " 5-22-29. East anchor arm just before erecting the joints at L10 on Pier 8. (See also 343, 344, 345, & 348)."; Image #347 (4.5" x 2.75"): "Traveler on floorbeam at L8, Span 7, from Pier 8."; Image #349 (4.5" x 2.75"): "5-23-29. Main bearing shoe, Pier 9. Anchor arm trusses not yet pulled back to connect to top shoe. See pulling and jacking devices, 350 and 351. 7'-3 x 8'-6 = 61.6 [square feet]. Max. Des. Load = 3,916,000 [pounds] = 63,540 [pounds/square feet] = 440 [pounds/square inch]. Max. Erec. Load = 2,658,000 [pounds] with suspended span cantilevered to center."
79.
vol2_p020
vol2_p020 Image #350 (2.75" x 4.5"): "5-23-29. Pulling device (at left) at L0 - Span 9. Where deck span adjoins anchor arm."; Image #351 (2.75" x 4.5"): "5-23-29. Jacking device at end of anchor arm. Pulling device, showing turnbuckle - just beyond."; Image #352 (2.75" x 4.5"): "5-23-29. West anchor arm landed on Pier 8 (right)."; Image #353 (2.75" x 4.5"): "5-24-29. Looking west from Span 9."
80.
vol2_p022
vol2_p022 Image #354 (2.75" x 4.5"): "5-26-29. Deck spans 10, 11, and 12 - from stair tower at Pier 10. Trusses are 40 ft. deep."; Image #355 (2.75" x 4.5"): "5-26-29. Looking down from deck of bridge at falsework footing #31, under L8. Span 9. (See 333)."; Image #356 (2.75" x 4.5"): "5-26-29. Same as 355."; Image # 5-26-29. Falsework footing #32, under L6, Span 9. (See also 334)."
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