Image #147 (4.5" x 2.75"): "3-11-29. West half of Town Creek Span complete, as seen from end of east cantilever arm."; Image #148 (2.75" x 4.5"): "3-11-29. Picking 150 HP Gas. Hoist, 31 tons, from traveler to dismantle traveler and lower engine to deck."; Image #149 (2.75" x 4.5"): "3-11-29. Erecting material tower on dock at Pier 13.";Three 4.5" x 2.75" B/W photos numbered 147, 148, 149
Image #474 (4.5" x 2.75"): "6-21-29. Erecting the last bottom chord section L19' L21', north truss, east half of suspended span."; Image #475 (2.75" x 4.5"): "6-21-29. Connecting the closing bottom chord at L21'."; Image #476 (2.75" x 4.5"): "6-21-29. Closing B.C. joint L21'. Note 6" [diameter] pin and slotted hole with 7" movement for adjustment, temperature, etc.";Three 4.5" x 2.75" B/W photos numbered 474, 475, 476
Image #471 (2.75" x 4.5"): "Progress. Ready to place the last 87 1/6" bottom chord section."; Image #472 (2.75" x 4.5"): "6-21-29. Ready for the last or closing bottom chord sections."; Image #473 (4.5" x 2.75"): "6-21-29. From below. West cantilever, below. East cantilever, above.";Three 4.5" x 2.75" B/W photos numbered 471, 472, 473
Image #113 (2.75" x 4.5"): "2-23-29. East anchor arm. Traveler Bat L4 Truss erected to L6."; Image #114 (2.75" x 4.5"): "2-23-29. West side - Town Creek Span. Traveler A at L15."; Image #115 (4.5" x 2.75"): "2-23-29. West side - Town Creek Cantilever.";Three 4.5" x 2.75" B/W photos numbered 113, 114, 115
Image #487 (4.5" x 2.75"): "6-27-29. From U10 east (over Pier9) looking over top chord, just before erecting the closing top chords at middle of suspended span."; Image #490 (2.75" x 4.5"): "6-27-29. Hydraulic hand pumps set up at U17."; Image #491 (2.75" x 4.5"): "Erecting the first closing top chord U20' U22. U20 at right. U22, at left, = CL [center line] 1050ft. span.";Three 4.5" x 2.75" B/W photos numbered 487, 490, 491
Unnumbered Image (5" x 7"): "Progress in Cooper River, April 26, 1929 at 4:30 P.M. material tower at Pier 13 (right) is erecting viaduct traveler 'C' to complete the east Approach.";One 5" x 7" B/W photo
Image #377 (2.75" x 4.5"): "5-29-29. West side. First truss members erected in cantilever arm."; Image #378 (2.75" x 4.5"): "5-29-29. East anchor arm complete. Traveler at L9."; Image #379 (2.75" x 4.5"): "5-31-29. Traveler at L9 erecting peak strut at U10. Then moves back 15 ft. to allow boom to "duck" under strut and move forward.. Not drift."; Image #380 (2.75" x 4.5"): "5-31-29. Peak strut at U10 east side, as shown in 379.";Four 4.5" x 2.75" B/W photos numbered 377, 378, 379, 380
Image #166 (4.5" x 2.75"): "3-15-29. Hydraulic hand pump on top chord at U13, Town Creek Span. Capacity 8000 lbs. Per sq. in. 'Swede' Nelson and V.I. Varga."; Image #168 (2.75" x 4.5"): "3-15-29. Town Creek Span and Drum Island Viaduct from Cooper River. Viaduct is nearly at bottom of grade."; Image #169 (2.75" x 4.5"): "3-15-29. Material tower on dock at Pier 13. One boom erected and rigged. (50 ft. boom, on right).";Three 4.5" x 2.75" B/W photos numbered 166, 168, 169
Image #178 (4.5" x 2.75"): "3-17-29. Town Creek Span, from below, near Pier 3 - looking west."; Image #179 (2.75" x 4.5"): "3-17-29. Falsework bent for deck span #12, taken from the East Approach Viaduct permanent steel for temporary use."; Image #180 (2.75" x 4.5"): "3-20-29. First panel of deck span #12 erected by material tower at Pier 13. Pier 12 at left.";Three 4.5" x 2.75" B/W photos numbered 178, 179, 180
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.";Four 4.5" x 2.75" B/W photos numbered 339, 340, 341, 342
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.";Four 4.5" x 2.75" B/W photos numbered 343, 344, 345, 348
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.";Four 4.5" x 2.75" B/W photos numbered 350, 351, 352, 353
Image #258 (2.75" x 4.5"): "4-23-29. Driving piles and framing."; Image #260 (2.75" x 4.5"): "4-23-29. Falsework footing #16, under deck span #10. Two (2) plumb piles and six (6) battered piles under each col."; Image #259 (2.75" x 4.5"): "4-23-29. Timber falsework footings under Span 10. Av. depth of water = 25' at low tide."; Image #261 (2.75" x 4.5"): "4-24-29. typical detail of steel falsework col. on ton of 2-200 ton wedge jacks. Deck spans.";Four 4.5" x 2.75" B/W photos numbered 258, 259, 260, 261
Image #244 (2.75" x 4.5"): "4-18-29. Span 5 completed. Viaduct Traveler at left being removed by stiffleg derrick, which it has set up in front of it."; Image #245 (2.75" x 4.5"): "4-18-29. Spans 11 and 12 completed."; Image #246 (4.5" x 2.75"): "4-23-29. Erecting Span 10. Taken from near Pier 12, looking west toward Pier 11, anchor pier 10 and main piers 9 and 8.";Three 4.5" x 2.75" B/W photos numbered 244, 245, 246
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.";Three 4.5" x 2.75" B/W photos numbered 284, 287, 288
Image #248 (4.5" x 2.75"): "4-23-29. Span 5 completed and working on Span 6."; Image #249 (4.5" x 2.75"): "4-23-29. From top of anchor pier 7, looking west toward Span Traveler B erecting Span 6." Image #250 (4.5" x 2.75"): 4-23-29. From top of viaduct at bent #12E, looking west. Town Creek Span in distance.";Three 4.5" x 2.75" B/W photos numbered 248, 249, 250
Image #264 (2.75" x 4.5"): "4-24-29. Driving piles for falsework footings. Anchor Pier 10."; Image #266 (2.75" x 4.5"): "Progress in Cooper River. Looking north."; Image #265 (2.75" x 4.5"): "4-24-29. Typical group of piles pulled together for bracing & cutting off."; Image #267 (2.75" x 4.5"): "4-26-29. Loading cypress piles from car to lighter.";Four 4.5" x 2.75" B/W photos numbered 264, 265, 266, 267
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.";Three 4.5" x 2.75" B/W photos numbered 333, 334, 335
Image #518 (4.5" x 2.75"): "7-4-29."; Image #519 (4.5" x 2.75"): "7-4-29."; Image #520 (4.5" x 2.75"): "7-4-29."; "Three views showing conditions at time of R.H. McKnight's death. He was knocked from the top chord of the suspended span and fell to the deck below, July 3, 1929 at 10:45 A.M.";Three 4.5" x 2.75" B/W photos numbered 518, 519, 520
Image #26 (2.75" x 4.5"): " 1-3-29. Erecting first bottom chord section, L0L2, west anchor arm."; Image #27 (4.5" x 2.75"): "1-3-29. Steel falsework bent under L2, west anchor arm. connecting first bottom chord."; Image # 28 (2.75" x 4.5"): "1-2-29. Faslework footing #2 under panel point L4 - west anchor arm.;Three 4.5" x 2.75" B/W photos numbered 26, 27, 28
Image #460 (4.5" x 2.75"): "6-19-29."; Image #461 (4.5" x 2.75"): "6-20-29."; Image #462 (4.5" x 2.75"): "6-20-29."; "Three views of the west cantilever arm and west half of suspended span.";Three 4.5" x 2.75" B/W photos numbered 460, 461, 462
Image #433 (4.5" x 2.75"): "6-13-29. West cantilever arm, from below, erected to L17. Traveler B at L16."; Image #434 (4.5" x 2.75"): "6-13-29. Looking toward Pier 8 (at 1050' distance) from top of Pier 9. (See 431)."; Image #435 (4.5" x 2.75"): "6-13-29. Joint L17, cantilever arm side, showing opening for 10" [diameter] jacking pin and for jack, to control suspended span while cantilevered. (See 488).";Three 4.5" x 2.75" B/W photos numbered 433, 434, 435
Image #71 (4.5" x 2.75"): "1-30-29. Looking west across Town Creek from west end of Drum Island Viaduct. Just before erection of Span Traveler B. Trusses 24 ft. c. to c."; Image #74 (4.5" x 2.75"): "1-30-29. Driving a batter pile for falsework footings with a No. 2 Vulcan steam hammer hung from a derrick boom."; Image #75 (4.5" x 2.75"): "1-30-29. Pier 12, Cooper River. Elev. top = 50.1 ft. above mean low water. Carries the 270 ft. deck truss spans.";Three 4.5" x 2.75" B/W photos numbered 71, 74, 75
Image #514 (2.75" x 4.5"): "7-2-29. The suspended span hanging free and acting as a simple truss span on the end of the cantilevers."; Image #515 (2.75" x 4.5"): "7-2-29. The Cooper River Cantilever span with the jacking chords removed from the top chord."; Image #517 (4.5" x 2.75"): "7-4-29. Scene of R.H. McKnight's death on July 3, 1929.";Three 4.5" x 2.75" B/W photos numbered 514, 515, 517
Image #510 (2.75" x 4.5"): "6-30-29. The completed Cooper River Span. Travelers and falsework not yet removed."; Image #511 (2.75" x 4.5"): "7-2-29. Removing the temporary jacking chords at U17."; Image #512 (2.75" x 4.5"): "7-1-29. The jacking chords at U17 removed."; Image #513 (2.75" x 4.5"): "7-2-29. The suspended span hanging free. Jacking chords at U17 removed.";Four 4.5" x 2.75" B/W photos numbered 510, 511, 512, 513
Image #399 (2.75" x 4.5") and Image #400 (2.75" x 4.5"): "Member U12 L12 East Cantilever Arm. 96'-0" c. to c. panel points. As erected this member appeared to be 3 1/2" short, due to fabrication of members, some shorter and some longer than their final geometric lengths, and due to the sub-diagonal M11 L12 (lower right). Pulled together by a 7-part auxiliary falls. Engine kept in high gear to reduce power - max. lead line pull = about 9000 [pounds], approx., giving possible capacity of 130 tons. Required one day to connect each member - two days total.;Two 4.5" x 2.75" B/W photos numbered 399, 400
Unnumbered Image (5" x 7"): "Lowering 33 ton, 150 HP Gasoline hoisting engine, under its own power. Town Creek Span. Ridden down by W.E. Omohundro, Sup't., W.S. Patterson, Pusher, and John Shelton, Engineman.";One 5" x 7" B/W photo
Image #437 (2.75" x 4.5"): "6-13-29. Bottom chord L14 L16. Wt. 17 tons."; Image #438 (2.75" x 4.5"): "6-14-29. Turntable truck for turning long truss members end for end."; Image #439 (2.75" x 4.5"): "6-14-29. Turning 90 ft. chord with turntable trucks."; Image #440 (2.75" x 4.5"): "6-14-29. Turning 90 ft. chord with turntable trucks.";Four 4.5" x 2.75" B/W photos numbered 437, 438, 439, 440
A Photographic Record of the Construction of the Cooper River Bridge; Charleston, South Carolina - 1928-29; Volume II; Showing the erection of the Cooper River Cantilever Span, 1050 feet center to center of main piers, and being at the time of its completion the fifth longest cantilever, or truss span of any kind in the world. Steel furnished by McClintic-Marshall Co. and erected by the Pottstown Erection Dep't. Small photos by E.L. Durkee. 5" x 7" Photos by James Smyth ("Irish"). Larger photos as noted.;Title Page, 6.75" x 10.125"
Image #268 (2.75" x 4.5"): "4-26-29. Twelve carloads of chords for Cooper River Span. 3 cars per load of 3 - 90 ft. chords."; Image #270 (2.75" x 4.5"): "4-26-29. Line of bottom chords - Spans 10, 11, & 12. From top of Pier 10, looking east."; Image #269 (2.75" x 4.5"): "4-26-29. 90 ft. Chord sections for Anchor Arm. Lightest chords 15 tons each and heaviest, 36 tons."; Image #271 (2.75" x 4.5"): "4-28-29. Looking up the West Approach toward Town Creek Span. Street paved (see #36).";Four 4.5" x 2.75" B/W photos numbered 268, 269, 270, 271
Image #150 (2.75" x 4.5"): "Erecting east half of suspended span - Town Creek."; Image #152 (2.75" x 4.5"): "3-13-29. Progress in Town Creek - getting nearer!"; Image #151 (2.75" x 4.5"): "3-11-29. West cantilever as seen from below. This photo suggested by C.D. Marshall.";Three 4.5" x 2.75" B/W photos numbered 150, 151, 152
Image #429 (2.75" x 4.5"): "6-11-29. Lifting 500 ton capacity hydraulic jack by its 12 1/2" [diameter] plunger to test the section."; Image #430 (2.75" x 4.5"): "6-12-29. Frame for testing hydraulic jacks. Capacity about 50 tons."; Image #431 (2.75" x 4.5"): "6-13-29. Progress. West cantilever (left) complete to U17 L17. Right (east) arm to L16."; Image #432 (2.75" x 4.5"): "6-12-29. Looking east from south of Pier 5.";Four 4.5" x 2.75" B/W photos numbered 429, 430, 431, 432
Image #22 (2.75" x 4.5"): "12-13-28. Driving Piles for dock at anchor pier #4."; Image #24 (2.75" x 4.5"): "12-23-28. Charleston Approach completed. Looking east toward Town Creek Span."; Image #25 (4.5" x 2.75"): "1-1-29. Assembling steel falsework bents preparatory to erection of the west anchor arm - Town Creek Span. Pier 2 at right.";Three 4.5" x 2.75" B/W photos numbered 22, 24, 25
Image #411 (2.75" x 4.5"): "6-18-29. U.S. Engineers' Snag-boat 'Wateree.'"; Image #442 (2.75" x 4.5"): "6-18-29. Four-masted sailing ship passing under Cooper River Span."; Image #443 (2.75" x 4.5"): "6-17-29. Progress."; Image #444 (2.75" x 4.5"): "6-18-29. Looking west from Cooper River. Pier 10 at left. Town Creek Span in background.";Four 4.5" x 2.75" B/W photos numbered 441, 442, 443, 444
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.";Four 4.5" x 2.75" B/W photos numbered 323, 324, 325, 329
Image #405 (2.75" x 4.5"): "6-7-29. Erecting stringers - east cantilever."; Image #406 (2.75" x 4.5"): "6-8-29. Crane 19. 40 Ton capacity. Working weight about 100 tons."; Image #407 (2.75" x 4.5"): "6-8-29. Dummies made up to throw off of top of span as practice drill for life savers."; Image #409 (2.75" x 4.5"): "6-8-29. Town Creek Span with advertising sign 13' x 30' in place at center.";Four 4.5" x 2.75" B/W photos numbered 405, 406, 407, 409
Image #397 (4.5" x 2.75"): "6-6-29. Main boom - span Traveler. 100 ft. long c. to c. pins. Taken from near heel looking up towards tip at U12."; Image #403 (2.75" x 4.5"): "6-6-29. Setting reinforcing steel - east approach."; Image #404 (2.75" x 4.5"): "6-6-29. 4 Ton Gas. Locomotive & dump cars for pouring concrete deck, east approach & causeway.";Three 4.5" x 2.75" B/W photos numbered 397, 403, 404
Image #230 (2.75" x 4.5"): "4-7-29. Top deck of double-deck Span Traveler, looking toward front boom and A-frame."; Image #231 (2.75" x 4.5"): "4-7-29. Detail at heel of main (front) boom. Double-deck span traveler."; Image #234 (2.75" x 4.5"): "4-7-29. Deckspan 12 swung and steel falsework bents removed."; Image #233 (2.75" x 4.5"): "4-7-29. Detail at heel of rear boom. Double-deck traveler.";Four 4.5" x 2.75" B/W photos numbered 230, 231, 233, 234
Image #38 (4.5" x 2.75"): "1-10-29."; Image #42 (4.5" x 2.75"): "1-13-29"; Caption under photos 38 & 42: "Timber Stair Tower, 12' x 16' in plan, and 110 ft. high. Eleven flights of stairs, each 10 ft. rise, of 12 steps each. Set up at bent 3W and braced to same at the 3rd points."; Image #43 (4.5" x 2.75"): "1-13-29"; Looking east toward Town Creek from Stair Tower. Material tower at Pier 4, on west bank of Drum Island, in the distance.";Three 4.5" x 2.75" B/W photos numbered 38, 42, 43
Image #83 (2.75" x 4.5"): "2-7-29. Material Tower erecting Span Traveler B. Viaduct traveler erecting Span 5D - Drum Island Viaduct."; Image #84 (2.75" x 4.5"): "2-7-29. Falsework footings Nos. 4 and 5, east anchor arm - Town Creek."; Image #85 (4.5" x 2.75"): "2-7-29. Steel material Tower F067 & F0187. 40 ft. square x 130 ft. high to boom heels. Two 70 ft. boom (30 ton capacity). On dock opposite Pier 4";Three 4.5" x 2.75" B/W photos numbered 83, 84, 85
Image #37 (2.75" x 4.5"): "1-10-29. West Approach, looking west. From top of traveler on west anchor arm of Town Creek Span."; Image #41 (2.75" x 4.5"): "1-10-29. Joint L2, Town Creek Span. Note front bearing of traveler. Tie down rods have been removed and cable used at this particular point only."; Image #40 (2.75" x 4.5"): "1-10-29. Erecting bottom chord L2L4.";Three 4.5" x 2.75" B/W photos numbered 37, 40, 41
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