PA9901-LR000207 IN -PLACE DENSITY T; .STING lir
ENGINEERING, INC.
a division of lferracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/25/2000 Report No.: 0002811 Report Date
02/07/2000
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 Med brown sandy clay 15.0 112.0 -1/ +3% 95%
2 Lt brown & tan sand w /med & dk brown & tan clay 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. ( %) (pcf) (% max)
Sanitary Sewer Line
1 Station 14 +00 4' BEG 1 17.1 106.8 95
2 Station 14 +00 3' BEG 1 16.5 107.1 96
3 Station 14 +00 2' BEG 1 16.8 106.5 95
4 Station 14 +00 1' BEG 1 17.7 106.7 95
5 Station 16 +00 4' BEG 1 16.3 106.4 95
6 Station 16 +00 3' BEG 1 18.0 106.8 95
7 Station 16 +00 2' BEG 1 17.1 107.4 96
8 Station 16 +00 1' BEG 1 17.4 107.0 96
9 Station 18 +50 4' BEG 2 12.8 111.1 96
10 Station 18 +50 3' BEG 2 12.4 110.4 95
11 Station 18 +50 2' BEG 2 13.1 112.8 97
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.
07SS Page 1 of 2
Report No.: 0002811
TEST PROBE LIFT / M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ( %) (pct) (% max)
12 Station 18 +50 1' BEG 2 12.7 111.7 96
13 Station 20 +00 4' BEG 1 16.6 106.0 95
14 Station 20 +00 3' BEG 1 17.0 106.3 95
15 Station 20 +00 2' BEG 1 16.3 106.9 95
16 Station 20 +00 1' BEG 1 16.8 106.6 95
17 Station 21 +50 4' BEG 2 12.0 111.1 96
18 Station 21 +50 3' BEG 2 12.8 110.7 95
19 Station 21 +50 2' BEG 2 12.5 110.3 95
20 Station 21 +50 1' BEG 2 13.4 111.5 96
Test results on this report meet project specification.
BEG = below existing grade
Field Results Reported To: Contractor's superintendent
Technician: Roy Montgomery Started: 9:OOa Finished: 11:OOa gineering, Inc.
Report Distribution:
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. Eric 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.
07SS Page 2 of 2