ST9604-LR 980813Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
DATE: 13 August 1998
PROJECT: Fairway Drive, Coppell, TX
JOB NO.: 98.1089
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown & Grey Clay
ASTM D 698 STANDARD PROCTOR: 1) 98.0 pcf LD 21.0% Moisture
7)
8)
9)
LOCATION PROCTOR LIFT
BELOW
Fill Area North of Belt Line Road SUBGRADE
west side 1 7'-8' 22.2
centerline 1 7'-8' 21.0
east side 1 7'-8' 21.3
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
97.0 99.0 95+
Optimum to +5%
102.4 104.5
103.0 105.1
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
DATE: 13 August 1998
PROJECT: Fairway Drive, Coppell, TX
JOB NO.: 98.1089
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown & Grey Clay
ASTM D 698 STANDARD PROCTOR: 1) 98.0 pcf @ 21,0% Moisture
LOCATION PROCTOR LIFT
BELOW
Fill Area North of Railroad Track SUBGRADE
10) east side 1 6' 22.9
11) centerline of new street 1 6' 22.4
12) west side 1 6' 22.3
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
98.5 100.5 95+
Optimum to +5%
99.6 101.6
100,3 102.3
TECHNICIAN:
DISTRIBUTION:
MFM
(1) Rebcon, Inc.
(1) City of Coppell, Oarreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148