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42. vol2_p042
- Date:
- 1929-06-11 and 1929-06-12
- Description:
- Image #419 (4.5" x 2.75"): "6-11-29. Expansion plate on East Approach showing bend in plane of plate due to punching and riveting along one edge only. Bowed 1 3/4" in 20 ft. Straightened by hammering along other edge."; Image #420 (4.5" x 2.75"): "6-12-29. Assembling eye-bars to bottom chord joint L17. (See also 424)."; Image #421 (4.5" x 2.75"): "6-12-29. Entering pin at U17 connecting eye-bars supporting suspended span to end of cantilever arm.";Three 4.5" x 2.75" B/W photos numbered 419, 420, 421
43. vol1_p076
- Date:
- 1929-03-30
- Description:
- Image #208 (2.75" x 4.5"): "3-30-29. The Santee River Bridge, 2.2 miles long, between McClellanville & Georgetown, S.C."; Image #209 (2.75" x 4.5"): "3-30-29. 200 ft. Swing Span over the North Santee. All our piling came thru this channel."; Image #212 (2.75" x 4.5"): "3-30-29. The 'Chariot' - McC. M. Co's official car. Used by our piling inspectors in the Santee Swamps."; Image #213 (2.75" x 4.5"): "3-30-29. A negro 'mammy' storekeeper.";Four 4.5" x 2.75" B/W photos numbered 208, 209, 212, 213
44. vol1_p080
- Date:
- 1929-03-30
- Description:
- Image #226 (2.75" x 4.5"): "3-30-29. Piles floated out and rafted, ready to be towed to the Santee Bridge."; Image #227 (2.75" x 4.5"): "3-30-29. Woodcutters camp on a knoll along the bank of Chicken Creek - Santee River Swamps."; Image #228 (2.75" x 4.5"): "3-30-29. H.W. & R.H. Morrison of McClellanville, S.C. Piling contractors for McCl. Mar. Co. on the Cooper River Bridge.";Three 4.5" x 2.75" B/W photos numbered 226, 227, 228
45. vol1_p077
- Date:
- 1929-03-30
- Description:
- Image #214 (2.75" x 4.5"): "3-30-29. Flooded country as seen from the Santee River Bridge."; Image #215 (2.75" x 4.5"): "3-30-29. Rafts of cypress piling tied up below the Santee River Bridge - ready for towing to Charleston."; Image #216 (2.75" x 4.5"): "3-30-29. Up the North Santee - flooded over its banks."; Image #217 (2.75" x 4.5"): "3-30-29. Chicken Creek - a tributary of the North Santee - narrow and swift.";Four 4.5" x 2.75" B/W photos numbered 214, 215, 216, 217
46. vol2_p095
- Date:
- 1929
- Description:
- Unnumbered Image (5" x 7"): "From the Mt. Pleasant shore, but further back. East Approach and the Cooper River Span on the right. Photo by Melchers.";One 5" x 7" B/W photo
47. vol2_p015
- Date:
- 1929-05-18
- Description:
- 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
48. vol1_p012
- Date:
- 1929-01-03
- Description:
- 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
49. vol2_p055
- Date:
- 1929-06-19 and 1929-06-20
- Description:
- 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
50. vol2_p075
- Date:
- 1929-07-07
- Description:
- 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