Fellowship-LR 990218 (2)IN-PLACE DENSITY 2 ;STING
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/04/1999 Report No.: 9904084 Report Date
02/18/1999
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:
Maxinmm Project Requirements
M/I) No. Description Moisture % Density pcf Moisture Density
1 Tan/brown silty clay w/gravel 18.5 109.0 - 1/+3 % 95 %
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
Backfill at Drainage Channel
14 N end of Storm Line A, station 7+65, 1st lift 1 20.3 106.8 98
15 N end of Storm Line A, statJon 7+65, 2nd lift 1 20.7 105.4 97
16 N end of Storm Line A, stauon 7+65, 3rd lift 1 19.8 103.8 95
17 N end of Storm Line A, station 7+65, 4th lift 1 20.4 104.7 96
18 N end of Storm Line A, station 7+65, 5th lift I 18.7 103.9 95
19 N end of Storm Line A, station 7+65, 6th lift 1 18.9 108.1 99
Test results on this report meet project specification.
Tedmician: Roy Montgomery H~ Eng~g, Inc.
Report Distribution:
(1) Julian P. Barry General Coutractors
(1) Urban Architecture Paul D. Smith, P.E.
(1) City of Grapevine Senior Project Engineer
(1) City of Coppell
This report is exclusively lbr the use of the clicut indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
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