Fellowship-LR 990219 (2)IN-PLACE DENSITY '_ STING
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/09/1999 Report No.: 9904542 Report Date
02/19/1999
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: In-place density testing.
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 % De~tsity pcf Moisture Density
1 Dk gray silty clay 23.5 98.5 -1/+3% 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pet) (% max)
Storm Sewer, Line B
26 Station 8+00, 1st lift 1 26.5 94.0 95
27 Station 8+25, 2nd lift 1 24.3 94.3 96
28 Station 8+00, 3rd lift 1 24.9 95.0 96
29 Station 8+10, 4th lift 1 26.4 94.7 96
30 Station 8+15, 5th lift 1 25.7 96.1 98
31 Station 10+50, 1st lift 1 26.0 96.3 98
32 Station 10+45, 2nd lift 1 25.4 96.4 98
33 Station 10+30, 3rd lift 1 26.5 94.9 96
34 Station 10+50, 4th lift 1 24.9 94.8 96
Test results on this report meet project specification.
Technician: Roy Montgomery ~ Eff~ing, Inc.
Report Distribution:
(1) Julian P. Barry General Contractors
(1) Urban Architecture Paul D. Smith, P.E.
(1) City of Grapevine Senior Project Engineer
(1) City of Coppell
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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