PA9901-LR000322 IN-PLACE DENSITY 1 LSTING fir
ENGINEERING, INC.
a division of 1l rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/13/2000 Report No.: 0006944
Report Date
03/22/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr, Suite 116
Carrollton TX 75006 Coppell, Texas
Services: In -place density testing.
PROJECT DATA
CONTRACTOR: Laboratory Test Method: Field Test Method:
Hisaw ASTM D -698 ASTM D2922
ASTM D3017
MOISTURE DENSITY RELATIONS:
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Lt. brown & tan clayey sand 13.0 116.0 -1/ +3% 95%
FIELD DENSITY TESTS
TEST PROBE LIFT/ M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ('%,) (pct) (" /„ max)
24" Storm Sewer to Pond
63 Station 0 +65 15' BEG 1 14.2 111.7 96
64 Station 0 +65 14' BEG 1 13.6 112.4 97
65 Station 0 +65 13' BEG 1 13.9 111.9 97
66 Station 0 +65 12' BEG 1 12.7 113.2 98
67 Station 0 +65 11' BEG 1 12.5 112.6 97
68 Station 0 +65 10' BEG 1 13.0 110.4 95
69 Station 0 +65 9' BEG 1 13.2 111.9 97
70 Station 0 +65 8' BEG 1 12.8 113.6 98
71 Station 0 +65 7' BEG 1 12.3 114.1 98
72 Station 0 +65 6' BEG 1 12.7 114.9 99
73 Station 0 +65 5' BEG 1 12.6 113.1 98
Test results on this report meet project specification.
BEG = below existing grade
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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