Detailed Exhibits of the Physical Property and Intangible Values of the South Chicago City Railway Company as of February 1, A. D. 1908 Accompanying the Valuation Report Submitted to the Committee on Local Transportation of the Chicago City Council

Excerpt from Detailed Exhibits of the Physical Property and Intangible Values of the South Chicago City Railway Company as of February 1, A. D. 1908: Accompanying the Valuation Report Submitted to the Committee on Local Transportation of the Chicago City Council

Class. Description. A 4% in. Girder Rail, 577; lb., 30 ft. Lengths, bonded, on stone ballast. B 6 in. Girder Rail, 75 lh., 30 ft. Lengths, bonded, on stone ballast. B-l 6 in. Girder Rail, 75 lh., 30 ft. Lengths, Atlas joints, bonded, on stone ballast. B-3 6 in. Girder Rail, 75 lh., 30 ft. Lengths, bonded, on cinder bal last (no excavation). B-4 6in. Girder Rail, 75 lb., 30 ft. Lengths, Atlas joints, bonded, on cinder ballast. C 6 in. Girder Rail, 78 lb 30 ft. Lengths, bonded, on stone bal last. C-l 6in. Girder Rail, 78 lh., 30 ft. Lengths, Atlas joints, bonded, on stone ballast. C-3 6 in. Girder Rail, 78 lb 30 ft. Lengths, welded joints, on stone ballast. D 7-in. Girder Rail, 80 lb., 30 ft. Lengths, bonded, on stone ballast. I)-3 7ih. Girder Rail, 80 lh., 30 ft. Lengths, bonded, on concrete base. D-4 7 in. Girder Rail, 80 lh., 30 ft. Lengths, on ballast (no bond ing nor tie plates). 7 in. Girder Rail. 85 lb., 60 ft. Lengths, bonded, on stone ballast. 7 in. Girder Rail, 85 lb., 30 ft. Lengths, bonded, on stone ballast. L-b Same as Class B minus excavation. 2-b Same as Class B. Has no brace tie plates. 3-b Same as Class B. Has brace tie plates. 4-b Same as Class B minus excavation. Has brace tie plates. Same as Class B minus excavation. Has no brace tie plates. -b Same as Class B minus excavation. Has 3392. Double brace tie plates. 8-b Same as Class 1) minus excavation. Has all double brace tie plates. L-b-l Same as Class B-l minus excavation.

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