Fellowship-LR 990405IN-PLACE DENSITY -"STING
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/18/1999 Report No.: 9908038 Report Date
04/05/1999
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 DENSYI'Y RELATIONS:
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture De,sity
I 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. (%) (pc0 (% max)
Parking Area Subgrade
55 Final Lift, Grid line 150W/50S I 29.6 88.5 99
56 Final Lift, Grid line 50W/100S 1 29.8 88.9 100
57 Final Lift, Grid line 150W/150S 1 32.7* 85.5 96
58 Final Lift, Grid line 200W/200S 1 30.6 86.4 97
59 Final Lift, Grid line 175W/250S I 31.8 87.0 98
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Roy Montgomery / L/~, E , Inc.
Report Distribution: ~llg
( I ) Julian P. Barry General Contractors
(1) Urban Architecture Eugene Harbour
(1) City of Grapevine Vice President
( I ) 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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