Loading...
Minyard Site-LR080603 REED EnGinEERinG GEOTECHNICAL AND G R Cl U 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. 37 REPORT DATE: 06-03-08 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 clay w/calcareous nodules 28.7 5 0-698 Oark brown clay 19.4 6 0-698 Yellowish brown clay w/limestone 22.8 fragments 7 0-698 Brown clay w/some gravel & limestone 24.0 100.5 fragments 8 0-698 Oark brown cia 21.9 98.2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet c % ID Level % 476 05-12-08 Storm Line A-2: STA 5+00 6.0 93.9 24.9 8 95.6 477 Storm Line A-2: STA 5+00 5.0 94.7 22.9 8 96.4 478 Storm Line A-2: STA 5+00 4.0 94.6 22.5 8 96.3 479 Storm Line A-2: STA 5+00 3.0 96.0 24.8 8 97.8 480 Storm Line A-2: STA 5+00 2.0 95.5 24.5 8 97.3 481 Storm Line A-2: STA 5+00 1.0 94.8 24.0 8 96.5 482 Storm Line A-2: STA 5+00 0.0 97.0 23.1 8 98.8 483 Storm Line A: STA 10+50 3.0 90.4 29.6 4 99.0 484 Storm Line A: STA 10+50 2.0 90.6 29.2 4 99.2 485 Storm Line A: STA 10+50 1.0 94.8 23.7 8 96.5 486 Storm Line A: ST A 10+50 0.0 87.4 26.7 4 95.7 487 05-13-08 Paving: 450'S, 80'W(1) 0.0 94.6 23.0 8 96.3 488 Paving: 650'S, 110'W(1) 0.0 104.0 18.7 2 97.2 489 Paving: 750'S, 90'W(1) 0.0 103.6 20.4 2 96.8 490 Paving: 850'S, 120'W(1) 0.0 95.0 22.7 8 96.7 491 Pavin : 825'S, 80'W 1 0.0 95.4 23.4 8 97.1 2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEL [214] 3505600 . FAX [214] 3500019