Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Park West CC(02-2)-LR050914 (2)
REPORT OF FIELD DENSITY TESTS Park West Commerce Center Beltline Road and Airline Road Co~:g~ll, Texas REPORTED TO: Cadence McSha~tion ~ 14860 Montfort Drive, Suite 270 Dallas, Texas 75254 ATTN: Mr. Bobby Paret CONTRACTOR: Cadence McShane Corporation REPORT NO. 40 REPORT DATE: 09-14-05 REG PROJECT NO. 12468 TECHNICIAN: P. Becerra & J. Baradziej PAGE: 1 of 2 Proctor ASTM Optimum Maximum Standard Description Moisture, % Density, PCF D-698 Dark gray and Olive brown clay 25.4 91.5 D-698 Dark brown clay w/calcareous nodules and 23.9 94.4 trace of gravel D-598 Dark brown clay w/calcareous nodules and 22.9 95.0 trace of gravel No. Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID _evel (%) 78 08-27-05 Bldg Pad: 25'N, 20'W(1) 0.0 88.9 24.6 3 93.5 79 Bldg Pad: 225'N, 10'W(1) 0.0 58.3 25.9 3 92.9 80 Bldg Pad: 25'N, 30'E(2) 0.0 88.5 25.2 3 93.1 81 Bldg Pad: 320'N, 15'E(2) 0.0 89.0 25.1 3 93.6 82 81dg Pad: 150'N, 100'E(2) 0.0 88.2 25.7 3 92.8 83 08-29-05 Bldg Pad: 75'S, 150'E(3) 0.0 90.8 24.9 3 95.6 84 Bldg Pad: 150'S, 150'E(3) 0.0 91.3~ 25.5~/ 3 96.1 85 Bldg Pad: 225'S, 150'E(3) 0.0~J~'/~43~r'/~ 3 97.4 86 Bldg Pad: 300'S, 150'E(3) 0.0 . 3.9 3 97.5 87 Bldg Pad: 375'S, 150'E(3) (, 3 ~7.6 88 Bldg Pad: 450'S, 150'E(3)I ' (J~ ' .2 3 95.9 89 Bldg Pad: 450'S, IO0'E(3Jl~ ~ ( 90~ 24.2 3 95.2 90 Bldg Pad: 375'S, 100'E(31~I ( 90~_7 24.6 3 95.5 91 Bldg Pad: 300'S, 100'E(3) ( 0 91.4 25.7 3 96.2 92 Bldg Pad: 225'S, 100 E(3) 0.0 91.6 26.7 3 96.4 93 Bldg Pad: 150'S, 100'E(3) 0.0 90.9 26.6 3 95.7 94 Bldg Pad: 75'S, 100'E(3) 0.0 91.6 26.8 3 96.4 95 Bldg Pad: 75'S, 50'E(3) 0.0 91.8 25.1 3 96.6 96 Bldg Pad: 150'S, 50'E(3) 0.0 92.6 24.3 3 97.5 97 Bldg Pad: 225'S, 50'E(3) 0.0 91.5 23.9 3 96.3 98 BJdg Pad: 300'S, 50'E(3) 0.0 93.0 24.0 3 )7.9 99 Bldg Pad: 375'S, 50'E(3) 0.0 92.4 24.6 3 )7.3 100 Bldg Pad: 450'S, 50'E(3) 0.0 91.9 25.9 3 6.7 2424 S]UTZ DR, · SUITE 400 * DALLAS, TX 75235 , ~EL [214] 350 5600 * F^X [214] 350 0019 REPORT NO. 40 REPORT DATE: 09-14-05 REG PROJECT NO. 12468 PAGE: 2 of 2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. corner of Building A. (2) Measurements referenced from S.E. corner of Building A. (3) Measurements referenced from N.W. corner of Building A. Mail Distribution: (1) Cadence McShane Corporation/ Mr. Bobby Parer (1) Commerce Construction Co., LP/ Mr. Rick Wyly (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Northwestern Investment Mgmt./ Mr. Ernest Willmore (1) Stewart Consulting Associates/ Mr. Mike Smith Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT KEA/rs