PA9901-LR000710 IN -PLACE DENSITY TASTING fir
ENGINEERING, INC.
a division of 1Ferracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/24/2000 Report No.: 0016600 Report Date
07/10/2000
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 Med brown sandy clay 15.0 112.0 -1/ +3% 95%
2 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. ( %) (pcf) (% max)
Pond Retaining Wall
83 SW Quadrant, E side 1st 1 14.2 107.4 96
84 SW Quadrant, N side 1st 1 15.7 107.0 96
85 NW Quadrant, E side 1st 1 15.8 106.8 95
86 NE Quadrant on center line 1st 1 17.2 108.3 97
87 SE Quadrant, N side 1st 2 14.1 111.0 96
88 SE Quadrant on center line 1st 2 14.4 114.3 99
Test results on this report meet project specification.
• :.• ering, Inc.
Technician: Phil Green Started: 1:OOp Finished: 2:30p
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
IN -PLACE DENSITY TL3TING Fir
ENGINEERING, INC.
a division of lrerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/28/2000 Report No.: 0016957 Report Date
07/10/2000
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 12.0 116.0 -1/ +3% 95%
FIELD DENSITY TESTS
TEST PROBE LIFT / M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ( %) (pcf) (% max)
Pond Retaining Wall
89 SW Quadrant, E side 2nd 1 12.4 112.6 97
90 SW Quadrant, N side 2nd 1 11.1 110.8 96
91 NW Quadrant, E side 2nd 1 11.7 111.6 96
92 NE Quadrant, W side 2nd 1 11.2 110.9 96
93 SE Quadrant, N side 2nd 1 13.0 112.4 97
Test results on this report meet project specification.
177 ?
Technician: Phil Green Started: 10:00a Finished: 11:30a
Bering, 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.
07SDS Page 1 of 1