CF-Coppell Rd SC-LR010914Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Texas Unified Constructors, Inc.
DATE:
JOB NO.:
PROJECT: Field Service Offices & Maintenance Fac.
Coppell, TX
MATERIAL DESCRIPTION: 1) Borrow Fill - Dark Grey & Brown Clay with Gravel
ASTM D 698 STANDARD PROCTOR: 1)99,0pcf@ 20.5% Moisture
24)
LOCATION PROCTOR LIFT
Southwest Parking Area
approx. 50' S of N curbline
approx. 25' E of W curbline
14 September 2001
.01.1 O54
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
25)
approx. 20' N of S curbline
approx. 50' E of W curbline
1 1 22,8 94.0 95.0
26)
approx. 75' N of S curbline
approx. 20' W of E curbline
1 1 20,5 100.2 101.2
27)
Parking Area/Drive West of Main BId,q,
approx. 30' N of S bldg, line
approx. 30' W of W bldg. line
1 1 21.5 95.5 96.5
28)
Fire Lane/Drive South of Main Bldg.
approx. 35' S of S bldg. line
approx. 50' E of W bldg, line
1 1 20,7 100.1 101,1
29)
approx. 20' S of S bldg. line
approx. 125' E of W bldg, line
1 2 20.8 96.9 97.9
30)
approx. 35' S of S bldg, line
approx. 110' E of W bldg. line
1 2 21.6 97.4 98.4
31)
Main Building
approx, 30' N
approx. 50' E
Pad
of S bldg, line
of W bldg. line
1 1 20.6 99,9 100,9
32) approx. 75' N of S bldg, line
approx. 20' E of W bldg, line
1 2 25,5 94.2 95,2
33) approx, 15' S of N bldg, line
approx, 60' E of W bldg. line
TECHNICIAN: CDJ
1 2 28,2 94.1 95.1
1 2 26.3 91.6 92.5
95+
-1% to +3%
Of Optimm
92-98
Min. +4%
Over Optimum
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148