PA9901-LR000208 IN -PLACE DENSITY T. ,STING lir
ENGINEERING, INC.
a division of 1I rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/01/2000 Report No.: 0003363 Report Date
Client No.: 36503000 Project No.: 94001043 02/08/2000
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 15.5 112.0 -1/ +3% 95%
2 Mix, lt. brown & tan sand w /med & dk brown & 13.0 116.0 -1/ +3% 95%
tan clay
3 Gray & dk brown clay w /gravel 20.0 104.5 -1/ +3% 95%
FIELD DENSITY TESTS
TEST PROBE LIFT / M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ( %) (pct) (% max)
Storm Line, Main A
21 Station 11 +00 1st 1 18.3 108.3 97
22 Station 11 +00 2nd 1 15.6 109.1 97
23 Station 11 +00 3rd 1 18.2 108.7 97
24 Station 11 +00 4th 1 16.1 109.9 98
25 Station 14 +00 1st 2 14.1 112.0 97
26 Station 14 +00 2nd 2 14.6 111.8 96
27 Station 14 +00 3rd 2 13.0 112.6 97
28 Station 14 +00 4th 2 14.1 114.0 98
29 Station 18 +00 1st 3 21.1 100.1 96
This report is exclusively tier the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07SDS
Report No.: 0003363 1
lWINFFXM.ING
TEST PROBE LIFT/ M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ( %) (pcf) (% max)
30 Station 18 +00 2nd 3 20.4 99.2 95
31 Station 18 +00 3rd 3 19.8 103.3 99
32 Station 19 +00 4th 3 22.3 99.0 95
Sanitary Sewer Line
33 Station 24 +00 1st 3 20.8 99.1 95
34 Station 24 +00 2nd 3 20.8 100.8 97
35 Station 24 +00 3rd 3 22.3 101.0 97
36 Station 24 +00 4th 3 23.0 100.5 96
37 Station 26 +00 1st 3 20.1 100.7 96
38 Station 26 +00 2nd 3 19.6 99.8 96
39 Station 26 +00 3rd 3 20.1 102.1 98
40 Station 26 +00 4th 3 17.9* 99.4 95
An asterisk (*) appears next to test results which do NOT meet the project specifications.
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••
Technician: Roy Montgomery Started: 2:30p Finished: 5:00p / ' '%� Bering, Inc.
Report Distribution:
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. , 1C J. Cleveland, P.E.
enior 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
IN -PLACE DENSITY Z _ _ STING
ENGINEERING, INC.
a division of 1rer.iacon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/02/2000 Report No.: 0003449
Report Date
Client No.: 36503000 Project No.: 94001043 02/08/2000
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan
3116 Callaway Dr, Suite 116 154 S. State Road
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:
M/D No. Maximum Project Requirements
Description Moisture '% Density pcf Moisture Density
1 Med brown sandy clay 15.0 112.0 -2/ +2% 95%
FIELD DENSITY TESTS
TEST
PROBE LIFT / M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ("/„) (pct) (')/, max)
Fill Material for Roadway
41 200' west of South State Road, 300' block 1st 1 14.7 110.0 98
of South State Road
Test results on this report meet project specification.
First Trip: 3 hours
Field Results Reported To: JB Arnold, Super. -Dirt Contr.
Tipton Started: ' - ng, Inc.
Technician: Jessie Ti
p Finished:
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.
07SDS Page 1 of 1