Community CU-LR021122Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Community Credit Union DATE: 22 November 2002
PROJECT: Community Credit Union-Coppell Branch JOB N O.: 02.1058
687 Denton Tap Rd., Coppell, TX
MATERIAL DESCRIPTION: 1) Lime Stabilized Subgra de -Tan Clay with Lime
ASTM D 698 STANDARD PROCTOR: 1) 90.0 pcf @ 25.5°k Moisture
MOISTURE DRY PERCENT REQUIRED
LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
PCF
East Parkino Area/Drive
32) approx. 80' north of south curbline 1
approx. 25' west of east curbline
North Parking Area/Drive
33- approx. 20' south of north curbline 1
approx. 75' west of east curbline
West Parkin g Area/Drive
34- approx. 75' south of north curbline 1
approx. 10' east of west curbline
35) approx. 150' north of south curbline 1
approx. 15' east of west curbline
South Parking Area/Drive
361 approx. 40' north of south curbline 1
approx. 75' west of east curbline
East Parking Area/Drive
371 approx. 100' north of south curbline 1
approx. 5' e ast of west curbline
South Parking Area/Drive
381 approx. 15' north of south curbline 1
approx. 80' east of west curbline
West Parkin g Area/Drive
39) approx. 125 ' south of north curbline 1
approx. 10' east of west curbline
North Parkin g Area/Drive
40) approx. 15' north of south curbline 1
approx. 100' west of east curbline
Fin. Sub. 25.9 89.8 99.8 95+
-2% to +4°~
Of Optimum
Fin. Sub. 26.0 86.7 96.3
Fin. Sub. 26.0 89.9 99.9
Fin. Sub. 26.3 86.0 95.5
Fin. Sub. 25.7 85.7 95.2
Fin. Sub. 23.5 86.1 95.7
Fin. Sub. 40.9 78.8 87.5
Fin. Sub. 27.2 85.8 95.3
Fin. Sub. 29.2 87.1 96.7
*Test results indicate fill is not compacted to required density/moisture. Contractor notified.
TECHNICIAN: MFM (2 trips) i~r~'
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148