Image #247 (2.75" x 4.5"): "4-24-29. Spans 10, 11, and 12. Span 10 under erection."; Image #252 (2.75" x 4.5"): "4-24-29. From Span 1E, looking east. Hydraulic fill causeway in distance."; Image #251 (2.75" x 4.5"): "4-24-29. re-erecting viaduct traveler on Span 1E, at Pier 13, to complete East Approach."; Image #253 (2.75" x 4.5"): "4-24-29. East abutment - looking west. Spans 21E to 13E have been erected by C.E. Hillyer."
Image #254 (2.75" x 4.5"): "4-24-29. East Approach - end of causeway and start of steel girder spans."; Image #256 (2.75" x 4.5"): "4-24-29. Typical timber pile falsework footing before being braced. Piles are unusually well lined up."; Image #255 (2.75" x 4.5"): "4-23-29. Falsework footings 28 and 29 & Pier 8 beyond - looking east from top of anchor pier 7."; Image #257 (2.75" x 4.5"): "4-23-29. Framing timber falsework pile bents."
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."
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."
