Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Coppell Comm 1R3-LR040505
GEOTECHNICAL AND r~ F~I r-~ U ~ ENVIRON~IENTAL CONSULTANTS REPORTED TO: Hay & Jones c/o Pritchard Associates 2500 Routh Street Dallas, Texas 75201 ATTN: Mr. Brett Ratliff REPORT OF FIELD DENSITY TESTS Royal Park Freeport Parkway and Burns Street Coppell, Texas REPORT NO. 2 REPORT DATE: 05-05-04 REG PROJECT NO. 11150 TECHNICIAN: K. Blaylock PAGE: 1 of 1 CONTRACTOR: McFadden & Miller Proctor I ASTM No. Standard Description 1 D-698 Dark gray sandy clay Optimum Maximum Mo sture, % Density~ PCF 24.3 96.3 Test No. Date Field Density Location (pcf) 1 04-19-04 Bldg Pad: 40'N, 40'E(1) 95.1 2 Bldg Pad: 40'N, 80'E(1) 90.1 3 Bldg Pad: 40'N, 120'E(1) 95.2 4 Bldg Pad: 40'N, 160'E(1) 90.0 5 Bldg Pad: 40'N, 200'E(1) 94.5 6 Bldg Pad: 40'N, 240'E(1) 91.2 7 Bldg Pad: 40'N, 280'E(1) 92.3 8 Bldg Pad: 40'N, 300'E(1) 94.0 9 Bldg Pad: 160'N, 40'E(1) 92.9 10 Bldg Pad: 160'N, 80'E(1) 93.3 11 Bldg Pad: 160'N, 120'E(1) 89.9 12 Bldg Pad: 160'N, 160'E(1) 90.3 13 Bldg Pad: 160'N, 200'E(1) 88.8 14 Bldg Pad: 160'N, 240'E(1) 94.3 15 Bldg Pad: 160'N, 280'E(1) 92.2 16 BIdg Pad: 160'N, 360'E(1) 91.5 17 Bldg Pad: 40'S, 40'W(2) 89.5 18 Bldg Pad: 40'$, 80'W(2) 90.9 19 Bldg Pad: 80'S, 40'W(2) 94.4 20 Bldg Pad: 80'S, 80'W(2) 92.7 Depth Below Final S. G. (feet) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Field Moisture Proctor (%) D 24.0 1 24.5 1 24.4 1 24.7 1 23.9 1 25.3 1 25.7 1 24.3 1 26.0 1 25.8 1 26.2 1 25.2 1 26.9 1 24.5 1 25.0 1 25.9 1 26.5 1 24.9 1 24.0 1 25.5 1 Compaction Level (%) 98.7 93.5 98.8 93.4 98.1 94.7 95.8 97.6 96.4 96.8 93.3 93.7 92.2 97.9 96.1 95.0 92.9 94.3 98.0 96.2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S,W. building corner. (2) Measurements referenced from N.E. building comer. Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT BW/cn Mail Distribution: (1) Pritchard Associates/Mr. Brett Ratliff (1) McFadden & Miller/Mr, Jon Jacobson (1) Azimuth Architecture/Mr. John Taylor GEOTECHNICAL AND ~ ~=1 t'"l I I ~ ENVIRONMENTAL CONSULTANTS REPORT OF LABORATORY COMPACTION TEST REPORTED TO: ~ Hay & Jones cio Pritchard Associates REPORT DATE: 04-21-04 2500 Routh Street REG PROJECT NO. 11150 Dallas, Texas 75201 SAMPLE DATE: 04-13-04 ATTN: Mr. Brett Ratliff CONTRACTOR: McFadden & Miller Curve No. 1 Soil Classification Dark gray sandy clay Optimum Maximum Density, Proctor Type Moisture, % pcf ASTM D-698 24.3 96.3 98.0 96.0 94.0 92.0 90.0 ~88.0 86.0 18.5 2~L~.5 24.5 26.5 28.5 30.5 ~sture Content (%) Mail Distribution:(/1) Pritchard Associates/ Mr. Brett Ratliff (1) McFadden & Miller/ Mr. Jon Jacobson (1) Azimuth Architecture/ Mr. John Taylor 24.5 I 4.0 ~'3.5 E ~ 3.0 ce 2.5 ~ 2.0 -~ 1.5 o a_ 1.0 18.5 20.5 22.5 24.5 26.5 28.5 30.5 Moisture Content (%) Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, C.M.T. KEA/cdl 24245TUTZ DR. · SUITE400 * DALLAS, TX75235 ,, TEL[214] 3505600 '" F^X [21413500019