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Freeport NIP(7.6)-LR010723
GEOTECHNICAL AND ~ F~J r~l I I F~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 32 5495 Belt Line Road, Suite 360 REPORT DATE: 07-23-01 Dallas, Texas 75240 REG PROJECT NO. 7623 ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson PAGE: 1 of 2 CONTRACTOR: McMahon Contracting ProctorI ASTM [ Optimum j Maximum Density, No. Standard Description Moisture, % PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown & yellow clay 18.5 102.0 3 D-698 Yellowish brown sandy clay 12.5 113.0 4 D-698 Reddish yellow clayey sand, "select" fill 13.0 108.0 5 D-698 Dark gray sandy clay 18.5 94.5 6 D-698 Light brown clayey sand 11.5 112.5 7 D-698 Yellow brown clayey sand 12.5 113.0 8 D-698 Dark brown clay (lime-treated) 22.5 93.5 9 D-698 Yellow brown clay (lime-treated) 25.0 95.5 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 841 06-25-01 Site Fill: 850'N, 950'E(1) 0.6 108.6 14.5 3 96.1 842 Site Fill: 850'N, 1050'E(1) 0.6 108.7 14.8 6 96.6 843 Site Fill: 850'N, 1150'E(1) 0.6 109.8 14.9 3 97.2 844 Site Fill: 950'N, 1150'E(1) 0.6 109.5 14.6 3 96.9 845 Site Fill: 950'N, 1050'E(1) 0.6 110.2 14.5 3 97.5 846 Site Fill: 950'N, 950'E(1) 0.6 109.1 14.2 6 97.0 847 06-26-01 Site Fill: 850'N, 350'E(1) 0.6 98.2 19.2 8 95.3 848 Site Fill: 850'N, 450'E(1 ) 0.6 98.3 19.9 8 95.4 849 Site Fill: 850'N, 550'E(1) 0.6 99.5 19.0 8 96.6 850 Site Fill: 950'N, 550'E(1) 0.6 100.1 19.2 8 97.2 851 Site Fill: 950'N, 450'E(1) 0.6 98.5 21.1 9 96.6 852 Site Fill: 950'N, 350'E(1) 0.6 99.2 21.3 9 97.3 853 Site Fill: 200'N, 50'E(1) 1.3 100.9 18.8 8 98.0 854 Site Fill: 200'N, 150'E(1) 1.3 100.1 19.3 8 97.2 855 Site Fill: 200'N, 250'E(1 ) 1.3 98.9 20.0 8 96.0 856 Site Fill: 200'N, 350'E(1) 1.8 97.7 21.8 9 95.8 857 Site Fill: 200'N, 450'E(1) 1.8 99.1 20.7 9 97.2 858 Site Fill: 200'N, 550'E(1) 1.8 99.9 18.4 8 97.0 859 Site Fill: 200'N, 650'E(1) 2.3 99.0 19.4 8 96.1 860 Paving: North Bound STA 0+50 0.0 89.9 25.4 8 96.1 861 Paving: Nodh Bound STA 2+00 0.0 93.1 24.0 8 99.6 862 Paving: Nodh Bound STA 3+50 0.0 93.2 26.1 9 97.6 863 Paving: North Bound STA 5+00 0.0 93.2 24.7 8 99.7 864 Paving: North Bound STA 6+50 0.0 94.5 28.0 9 99.0 865 Paving: North Bound STA 8+00 0.0 89.0 24.4 8 95.2 2424 STUTZ DR. · SUITE 400 e DALLAS, TX 75235 · TEL [214] 350 5600 ~' FAX [214] 350 0019