Fellowship-LR 990225IN-PLACE DENSITY _ESTING
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/20/1999 Report No.: 9905619 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:
Maximum Project Requirements
MID No. Description Moisture % Density pcf Moisture Density
1 Dark gray silty sand 23.5 98.5 -1/+3% 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
Drainage Channel Backfill
45 9th Lift, 40' west of Storm Line A 1 25.5 95.7 97
46 9th Lift, 275' west of Storm Line A 1 22.9 96.3 98
47 9th Lift, 625' west of Storm Line A 1 23.4 96.5 98
Test results on this report meet project specification.
Technician: Roy Montgomery ~ Engin~
Report Distribution:
(1) Julian P. Barry General Contractors
(1) Urban Architectm'e Eugene Harbour
(1) City of Grapevine Vice President
(1) City of Coppcll
This report is exclusively lbr the use of the client indicated aboxe and shall not be reproduced except in full xvithout the written approval of I IBC Engineering, Inc.
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