Image #103 (2.75" x 4.5"): "2-22-29. Boomed out, between top chords U14 U16."; Image #104 (2.75" x 4.5"): "2-22-29. Joint U13 - End of the cantilever arm."; Image #105 (2.75" x 4.5"): "2-22-29. Temporary links U13 to U14, b't'n. cantilever arm and suspended span."; Image #112 (2.75" x 4.5"): "2-23-29. Field telephone - top of stair tower at Pier 4.";Four 4.5" x 2.75" B/W photos numbered 103, 104, 105, 112
Image #106 (4.5" x 2.75"): "2-22-29"; Image #107 (4.5" x 2.75"): "2-22-29"; Caption under images 106 & 107: "350 Ton hydraulic jack inside links shown in #105. Looking towards suspended span (left) and towards cantilever arm (right). 10 " [diameter] Pin against which saddle casting bears passes through slotted holes in inside pair of links and its supported by the outside pair, which is riveted to the end of the cantilever arm. Note bearing shims with notch and hole in top, which carry the load while not actually jacking"; Image #117 (4.5" x 2.75"): "2-24-29. Looking straight up at U13 U14.";Three 4.5" x 2.75" B/W photos numbered 106, 107, 117
Image #108 (4.5" x 2.75"): "2-22-29. Detail of lead sheave at heel of boom on span traveler. Note swivel connection (See also #133)."; Image #110 (4.5" x 2.75"): "2-22-29. Looking west from top of Pier 2, toward anchored bent on Pier 1. Falsework columns still in place, but bracing has been removed."; Image #111. (4.5" x 2.75"): "2-22-29. Looking east from top of Pier 2 toward Pier 3 and Drum Island.";Three 4.5" x 2.75" B/W photos numbered 108, 110, 111
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 #116 (4.5" x 2.75"): "2-23-29. West or Charleston cantilever arm taken from L6 on east anchor arm. Pier 3 in foreground, elev. = 134ft."; Image #118 (4.5" x 2.75"): "2-24-29. Hydraulic hand pump with pressure gauge. Capacity, 8000# per sq. in."; Image #119 (4.5" x 2.75"): "2-24-29. rear tie-down of Span Traveler on Town Creek Span. Note bearing block under rear column for shimming up when using rear boom.";Three 4.5" x 2.75" B/W photos numbered 116, 118, 119
Image #120 (2.75" x 4.5"): "2-24-29. Expansion joint at L0. Plates supported on pipe separators."; Image #128 (2.75" x 4.5"): "3-3-29. Top chord - west cantilever arm."; Image #121 (4.5" x 2.75"): "2-24-29. Rocker shoe under end of viaduct girder, providing expansion between anchor arm and viaduct. Supported on cross girder at top of anchor bent.";Three 4.5" x 2.75" B/W photos numbered 120, 121, 128
Image #122 (2.75" x 4.5"):"2-24-29. West cantilever arm erected to L17 L18 - Traveler at L15."; Image #124 (2.75" x 4.5"): "2-25-29. Traveler A at L16, its farthest position."; Image #123 (2.75" x 4.5"): "2-24-29. East anchor arm erected to L6. Traveler at L6. Viaduct traveler at right."; Image #125 (2.75" x 4.5"): "2-25-29. East anchor arm at Pier 3.";Four 4.5" x 2.75" B/W photos numbered 122, 123, 124, 125
Image #126 (4.5" x 2.75"):"3-1-29. Starting erection of east cantilever arm, from L18, the center of the channel."; Image #129 (2.75" x 4.5"): "3-3-29. From top of Pier 2 showing underside of floor system."; Image #130 (2.75" x 4.5"): "3-3-29. Pier 3 and the Cooper River, from top of Pier 2.";Three 4.5" x 2.75" B/W photos numbered 126, 129, 130
Image #133 (4.5" x 2.75"): "3-3-29 Detail of lead sheave block at heel of span traveler main boom. See #108."; Image #135 (2.75" x 4.5"): "3-3-29. Detail at top of A-frame. Span traveler."; Image #136 (2.75" x 4.5"): "3-3-29. Progress - Town Creek Span.";Three 4.5" x 2.75" B/W photos numbered 133, 135, 136
