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 #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 #516 (2.75" x 4.5"): "7-4-29. Another view of top chord at time of McKnight's death."; Image #522 (2.75" x 4.5"): "7-8-29. View from top of water tank on Meeting St. near the West Approach. Town Creek span in foreground partly hiding the Cooper River span."; Image #523 (2.75" x 4.5"): "7-9-29. Falsework struts and bracing ready to be cut up into short lengths of scrap. See 579."; Image #524 (2.75" x 4.5"): "7-9-29. Boat U1010 in drydock. Cap't. T.W. Murphy.";Four 4.5" x 2.75" B/W photos numbered 516, 522, 523, 524
Image #525 (4.5" x 2.75"): "7-9-29. View of truss members over one of the main bearing piers, No. 8 - depth of truss 130 ft. center to center of chords."; Image #526 (4.5" x 2.75"): "7-9-29. From Pier 11 looking toward anchor pier 10 - deck truss span 10 at left. Timber stair tower at Pier 10, 110 ft. high, unsupported for 70 ft. up to bott. chord of deck span."; Image #527 (4.5" x 2.75"): "7-8-29. Removing steel falsework columns under anchor arm.";Three 4.5" x 2.75" B/W photos numbered 525, 526, 527
Image #528 (2.75" x 4.5"): "7-9-29. Another view of the jacking device used to straighten the diagonal L14 U15. See also 495 & 496."; Image #529 (2.75" x 4.5"): "7-9-29. Removing timber forms from beneath the concrete deck on the deck truss spans."; Image #530 (4.5" x 2.75"): "7-8-29. 150 FP [foot pounds] Gas. hoisting engine, weighing 31 tons, on Traveler B, hoisted up and ready to be lowered to the bridge deck.";Three 4.5" x 2.75" B/W photos numbered 528, 529, 530
Image #531 (4.5" x 2.75'): "7-9-29. Lowering the first main engine from the deck of the Cooper River Span to a lighter below. Weight of engine 31 tons, plus rigging. Two sets wire cable falls of 5 parts each, leading off of the two top drums. Clutch out, frictions in, and lowered by foot brakes. Engine running to allow use of clutch if necessary."; Image #532 (2.75" x 4.5"): "7-9-29. Same as 531. Note horizontal leads of cable falls, thru snatch blocks, instead of straight up off of drums."; Image #533 (2.75" x 4.5"): "7-11-29. Removing rigging, riveting, laying forms, pouring concrete deck, & painting overhead - all at once!";Three 4.5" x 2.75" B/W photos numbered 531, 532, 533
Image #534 (2.75" x 4.5"): "7-13-29. Method of pouring concrete deck. Track elevated on timber horses which are removed after concrete is poured."; Image #535 (2.75" x 4.5"): "7-13-29. Riveting steel deck beams - just ahead of the formwork carpenters."; Image #536 (4.5" x 2.75"): "7-13-29. J.H. Reynolds. W.E. Reynolds. Winston.";Three 4.5" x 2.75" B/W photos numbered 534, 535, 536
Image #539 (4.5" x 2.75"): "7-15-29. Lowering 100 ft. main boom from the last span traveler. Weight about 11 tons."; Image #540 (2.75" x 4.5"): "7-16-29. Paramount sound-picture truck on a lighter, preparing to take sound-movies of the bridge."; Image #541 (2.75" x 4.5"): "7-16-29. Same as above. Note the microphone.";Three 4.5" x 2.75" B/W photos numbered 539, 540, 541
Image #542 (4.5" x 2.75"): "7-17-29. Pouring the next to the last section of the concrete deck. Only 3 more panels to go - about 131 ft. Last section of concrete deck poured July 20, 1929, and last section of curb on July21."; Image #543 (2.75" x 4.5"): "7-21-29. C.E. Hillyers' concrete plant at the end of the West Approach. Concrete hauled 6700 ft. to center of Cooper River."; Image #544 (2.75" x 4.5"): "7-21-29. Reinforcing bar bending machine.";Three 4.5" x 2.75" B/W photos numbered 542, 543, 544
Image #546 (4.5" x 2.75"): "7-22-29. Pulling our first pile using A-frame from one of the Span Travelers, and 150 FP [foot pounds] gas. hoist. Nine (9) part falls. Pile pulled easily at 35 tons - only 20 ft. penetration and bearing on marl. Some piles broke or cut in two under 85 to 90 ton pull."; Image #547 (2.75" x 4.5"): "7-22-29. General view of pile-pulling derrick. Timber lighter 30' x 110' x 8' +/- deep."; Image #548 (2.75" x 4.5"): "7-23-29. Method of handling piles and loading on lighters after they had been pulled.";Three 4.5" x 2.75" B/W photos numbered 546, 547, 548
