Grand Cove-LR 940830Hooper Engineering Laboratories, Inc.
Construction Materials Testing
CLIENT: Frank Bamburg Building Co.
LOCATION
REPORT OF IN PLACE DENSITY TESTS
MATERIAL DESCRIPTION: 1) Lime Stabilized Subgrade Tan Brown Sandy Clay with Lime
2) Lime Stabilized Subgrade Tan Sandy Clay with Lime
DATE: 30 August 1994
PROJECT: Grand Cove Estates, Coppell, TX JOB NO.: 94.1075
ASTM D 698 STANDARD PROCTOR: 1) 102.0 pcf 18.0% Moisture
2) 99.0 pcf 20.0% Moisture
MOISTURE DRY PERCENT REQUIRED
PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
PCF
Alley A
44) Station 0 +98 1 Fin. Sub. 20.2 97.3 95.3 95+
-2% to +4%
Wales Court Of Optimum
45) north side of cul de sac 2 Fin. Sub. 21.0 95.0 96.0
46) Station 9 +00 2 Fin. Sub. 22.8 94.5 95.5
47) Station 7 +00 2 Fin. Sub. 21.0 96.6 97.6
48) Station 5 +00 2 Fin. Sub. 20.5 94.1 95.1
49) Station 3 +00 2 Fin. Sub. 20.6 95.4 96.4
50) Station 1 +00 2 Fin. Sub. 22.1 92.1 93.0*
*Test results indicate fill is not compacted to required density /moisture. Contractor notified.
TECHNICIAN: CDJ
DISTRIBUTION: (1) Frank Bamburg Building Co., Frank Bamburg
(1) Site Concrete, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229
At4- 4.,
(214) 351 -6419 Fax (214) 351 -5148