CF-Coppell Rd SC-LR010907op Eng neering
Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Texas Unified Constructors, Inc.
DATE: 7 September 2001
PROJECT: Field Service Offices & Maintenance Fac.
Coppell, TX
JOB NO.: 01.1054
MATERIAL DESCRIPTION: 1) On-Site Fill - Dark Grey Clay
ASTM D 698 STANDARD PROCTOR: 1) 95.0pcf @ 22.0% Moisture
1)
LOCATION PROCTOR LIFT
Main Buildinq
approx. 30' south of north bldg. line
approx. 80' east of west bldg. line
2) approx. 30' north of south bldg. line
approx. 80' east of west bldg. line
approx. 10' north of south bldg. line
approx. 10' east of west bldg. line
4) approx. 10' south of north bldg. line
approx. 10' east of west bldg. line
5)
6)
Main Entrance Drive
approx. 250' east of Coppell Road
approx. 125' east of Coppell Road
1 Exist. Sub.
1 Exist. Sub.
1 Exist. Sub.
1 Exist. Sub.
t Exist. Sub.
1 Exist. Sub,
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
28.3 90.6 95.4
27.7 92.6 97.5
26.6 92,2 97.1
28.6
88.8
25.0 95.7 100.7
24.4 92.9 97.8
92-98
Min. + 4%
Over Optimum
95+
-1% to +3%
Of Optimum
TECHNICIAN:
DISTRIBUTION:
CDJ
(3) City of Coppell
(1) Vidaud & Associates
(1) Texas Unified Constructors, Inc.
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
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