Image #13 (4.5" x 2.75"): "12-3-28. Span 10 W completed and erecting bent 8 W."; Image #15 (4.5" x 2.75"): "Charleston Viaduct completed to span 10 W. Looking west. 12-3-28."; Image #16 (4.5" x 2.75"): "12-3-28 Driving piles for false work footings under the west anchor arm of the Town Creek Span. Anchor Pier #1 in foreground. Main Pier #2 in background, elev. 134 ft.";Three 4.5" x 2.75" B/W photos numbered 13, 15, 16
Image #14 (2.75" x 4.5"): "12-4-28. Progress. Complete to span 9W."; Image #19 (2.75" x 4.5"): "12-13-29. Complete to 5W and erecting bent 3W."; Images #17, 18 (2.75" x 4.5"): "12-8-28. Wreck on West Approach after runaway of 14 ton girder which pushed locomotive down grade ahead of it.";Four 4.5" x 2.75" B/W photos numbered 14, 17, 18, 19
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 #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 #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.";Three 4.5" x 2.75" B/W photos numbered 29, 30, 31
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.)";Three 4.5" x 2.75" B/W photos numbered 32, 33, 36
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
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 #44 (4.5" x 2.75"): "1-13-29. Span Traveler A entering the west anchor arm, Town Creek Span. Blocking up to change from gauge of 19' 6", as used on viaduct, to 18' 0", the gauge of truss span stringers. Trusses 24' 0" c. to c."; Image #45 (4.5" x 2.75"): "1-13-29. Front view of #44."; Image #46 (4.5" x 2.75"): "1-13-29. Looking east across Town Creek at Piers 2 & 3. Material tower 130 ft. high is opposite Pier 4. Piers 5, 6, 7 and 8, in Cooper River, in the distance.";Three 4.5" x 2.75" B/W photos numbered 44, 45, 46
