Fellowship-LR 990225 (3)IN-PLACE DENSITY _ ESTING ""
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/18/1999 Report No.: 9905456 Report Date
02/25/1999
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:
Maximmn Project Requirements
Md) No. Description Moisture % Density pcf Moisture Density
I Dark gray clay 23.5 98.5 -1/+3% 95%
FIELD DENSITY TESTS
TEST bUD MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
39 35' west of Storm Line A, 6th lift I 23.8 94.8 96
40 275' west of Storm Line A, 6th lift 1 24.0 96.7 98
Test results on this report meet project specification.
Backfill at ExisEing Drainage Channel
Technician: Roy Montgomery ~ Engine~f.~
Report Distribution:
(1) Julian P. Barry General Contractors
(1) Urban Architecture Eugene Harbour
(1) City of Grapevine Vice President
(I) City of Coppcll
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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