Fellowship-LR 990407 rN-PLACE DENSITY q_ .STING
E~G~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/23/1999 Report No.: 9908491 Report Date
04/07/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas
Attn: Harold Luedke Phase III - Expansion
6616 Forest Park Road
Dallas TX 75235 Coppell, Texas
Services:
PROJECT DATA
CONTRACTOR: Julian P. Barry Laboratory Test Method: ASTM D-698
Field Test Method: ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Dk brn silty cl (lime treated) 29.5 89.0 -1/+3% 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
Parking
60 Grid 150W/300S, Final Lift 1 29.6 88.5 99
61 Grid 175W/350S, Final Lift 1 30.8 86.4 97
62 Grid 125W/375S, Final Lift 1 29.8 87.4 98
63 Grid 80W/450S, Final Lift 1 30.3 88.4 99
64 Grid 150W/540S, Final Lift 1 30.6 88.0 99
Fire lane
65 Grid 20W/500S, Final Lift 1 29.6 86.4 97
66 Grid 20W/300S, Final Lift i 29.9 88.8 100
67 Grid 495W/25S, Final Lift 1 30.4 85.4 96
68 Grid 225W/25S, Final Lift 1 30.3 89.0 100
Parking
69 Grid 450W/510S, Final Lift 1 29.8 86.2 97
70 Grid 275W/610S, Final Lift 1 30.7 88.6 100
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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_.Report No.: 9908491 .'" ~-- ~
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pc0 (% max)
71 Grid 500W/585S, Final Lift I 29.6 86.5 97
72 Grid 300W/675S, Final Lift 1 29.4 87.3 98
Test results on this report meet project specification.
Technician: Roy Montgomery ~ Eng~g, Inc.
Report Distribution:
(1) Julian P. Barry General Contractors
(I) Urban Architecture Eugene Harbour
( 1 ) City of Grapevine
(1) City of Coppell Vice President
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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