Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Freeport NIP(7.2)-LR000808 (4)
GEOTECHNICAL AND ENVIEONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport V Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 34 5495 Beltline Road, Suite 360 REPORT DATE: 08-08-00 Dallas, Texas 75240 REG PROJECT NO. 6591 ATTN: Mr. Paul Brown TECHNICIAN: R. Bullion PAGE: 1 of 2 CONTRACTOR: Hill & Wilkinson, Inc. Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Brown clay w/trace gray clay 22.5 98.0 2 D-698 Olive brown clay w/calcareous nodules 23.5 94.0 3 D-698 Light reddish brown clay 21.0 99.0 4 D-698 Reddish brown clay w/calcareous nodules 22.0 101.5 5 D-698 Light olive brown clay 22.0 97.0 6 D-698 Reddish brown clay w/trace of limestone 17.5 106.5 fragments 7 D-698 Yellowish brown clay (lime-treated) 18.0 101.5 8 D-698 Light brown clay (lime-treated) 20.5 98.0 9 D-698 Dark gray clay (lime-treated) 17.0 101.5 10 D-698 Reddish brown clay (lime-treated) 17.0 103.5 11 D-698 Brown clay (lime-treated) 15.5 105.5 12 D-698 Cement treated base 10.0 126.5 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 218 07-20-00 Paving: 20'N,30'W(1) 2.0 94.8 24.2 5 97.7 219 Paving: 20'N,30'W(1 ) 1.0 94.1 25.7 5 97.0 220 Paving: 50'N,50'E(1 ) 2.0 94.8 24.0 5 97.8 221 Paving: 50'N,50'E(1 ) 1.0 95.6 23.6 5 98.6 222 Paving: 25'N,100'E(1) 2.0 94.1 24.9 5 97.0 223 Paving: 25'N, 100'E(1 ) 1.0 95.3 24.0 5 98.2 224 07-21-00 Water Line: STA 1+00 3.0 93.9 24.2 5 96.8 225 Water Line: ST^ 1+00 2.0 94.8 23.8 5 97.7 226 Water Line: STA 1+00 1.0 93.1 24.8 5 96.0 227 Water Line: STA 1+00 0.0 95.1 23.0 5 98.0 228 Water Line: STA 2+00 3.0 94.2 22.8 5 97.2 229 Water Line: STA 2+00 2.0 93.5 23.3 5 96.4 230 Water Line: STA 2+00 1.0 93.1 24.2 5 96.0 231 Water Line: STA 2+00 0.0 95.4 23.8 5 98.4 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 3.50 5600 ~, FAX [214] 350 0019 REPORT NO. 34 REPORT DATE: 08-08-00 REG PROJECT NO. 6591 PAGE: 2 of 2 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 232 07-22-00 Paving: 25'N,25'W(1) 0.0 94.1 24.2 5 97.0 233 Paving: 50'N,40'W(1 ) 0.0 94.9 23.2 5 97.8 234 Paving: 20'N,100'W(1) 0.0 95.8 23.0 5 98.8 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.W corner of building pad. Distribution: (1) Duke-Weeks Realty Corporation/ Submitted by: Mr. Paul Brown (1) Hardy McCullah/MLM Architects/ REED ENGINEERING GROUP, INC. Mr. Norman Coates (1) TMBP - Consulting Engineers/ Original Signed By Mr. Frank Merritt (1) Pacheco Koch/Mr. Jim Koch Ronald F. Reed, P.E. (1) Hill & Wilkinson, Inc./Mr. Steve Camp KNcg (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis