Loading...
Minyard Site-LR080404 REED EnGinEERinG GEOTECHNICAL AND G R Cl LI F' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Crossing Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: KTR Coppell, LLC c/o Pritchard Associates 2500 Routh Street Dallas, Texas 75201 ATTN: Mr. Roger Dahlin REPORT NO. 5 REPORT DATE: 04-04-08 REG PROJECT NO. 15324 TECHNICIAN: D. Gazley PAGE: 1 of 2 CONTRACTOR: C.F. Jordan Proctor ASTM Optimum No. Standard Descri tion Moisture, % 1 0-698 Brown & yellow sandy clay 19.9 2 0-698 Brown & yellow clay 17.6 3 0-698 Oark brown clay 22.8 4 0-698 Yellowish brown cia w/calcareous nodules 28.7 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet c % ID Level % 1 03-17-08 Bldg C Pad: 10'N, 10'E(1) 5.0 102.0 21.2 2 95.3 2 Bldg C Pad: 100'N, 10'E(1) 5.0 91.1 25.2 3 92.0 3 Bldg C Pad: 200'N, 1 0'E(1) 5.0 92.4 25.3 3 93.3 4 Bldg C Pad: 40'N, 100'E(1) 5.0 91.4 26.3 3 92.3 5 Bldg C Pad: 15'N, 180'E(1) 5.0 93.9 25.5 3 94.8 6 Bldg C Pad: 200'N, 200'E(1) 5.0 93.2 24.9 3 94.1 7 Bldg C Pad: 30'N, 20'E(1) 5.0 93.7 25.1 3 94.6 8 Bldg C Pad: 300'N, 200'E(1) 5.0 93.2 24.1 3 94.1 9 Bldg C Pad: 400'N, 200'E(1) 5.0 92.5 24.8 3 93.4 10 Paving: 600'S, 80'E(2) 3.0 93.5 26.2 3 94.4 11 Paving: 480'S, 80'E(2) 3.0 91.6 26.5 3 92.5 12 Paving: 300'S, 80'E(2) 3.0 94.8 24.8 3 95.8 13 Paving: 150'S, 80'E(2) 3.0 93.3 24.3 3 94.2 14 Bid C Pad: 100'N, 200'E 1 5.0 94.9 24.2 3 95.9 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. corner of Building C. (2) Measurements referenced from N.E. corner of Building A. '-!~ j)C) 2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEl [214] 3505600 . FAX [214] 3500019