PA9901-LR000302 PST -PLACE DENSITY TFSTING I-12C
ENC'INEERIMJ, INC.
a division of 1kerracan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/17/2000 Report No.: 0004665 Report Date
03/02/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Callaway 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 Gray & dk brown clay w /sand & gravel 20.0 104.5 -2/ +4% 92%
2 Med brown sandy clay 15.0 112.0 -2/ +4% 92%
FIELD DENSITY TESTS
TEST PROBE LIFT/ M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ( %) (pct) (% max)
Storm Sewer, Line A
53 Station 20 +50 8" TOG 2 13.0 103.0 92
54 Station 19 +95 8" 2' BEG 1 18.5 96.8 93
55 Station 21 +70 8" TOG 2 13.3 102.7 92
56 Station 21 +80 8" TOG 1 19.3 96.3 92
Storm Sewer, Line C
57 Station 1 +70 8" 2' BEG 2 16.5 106.4 95
Storm Sewer, Line B
58 Station 2 +15 8" 3' BEG 2 16.9 108.7 97
59 Station 0 +55 8" 2.5' BEG 2 16.9 107.3 96
Storm Sewer, Line A
60 Station 32 +10 8" 2' BEG 2 17.6 106.5 95
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.
07SDS Page 1 of 2
Report No.: 0004665 E"""'"G''`
TEST PROBE LIFT / M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ( %) (pct) (% max)
61 Station 30 +50 8" 2.5' BEG 1 19.3 99.9 96
62 Station 28 +80 8" 3' BEG 1 19.8 104.9 100
Test results on this report meet project specification.
TOG = top of grade
BEG = below existing grade
•
Field Results Reported To: Contractor '
A6 7 - neering, Inc.
Technician: Mike Whyman Started: 12:30p Finished: 3:OOp
Report Distribution:
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. ric J. Cleveland, P.E.
Senior Project Engineer
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.
07SDS Page 2 of 2