Amberpoint BP-LR020329 (2)REPORT OF SOIL-LIME MIXTURE PULVERIZATION
Date of Service:
Client No.:
Client:
03/29/02
3181
Transwestern Commercial Services
5001 Spring Valley Rd, Suite 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
ENGINEERING, INC.
8901 Carpenter Frwy., Suite I00
Dallas. Texas 75247
94021029.0200
94021029
Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Contractor:
Test Location:
Gill Excavation
Grid lines A to Q and lines 6 to 7.2
Test Method: NTCOG
Specification Requirements:
Minimum Passing 1 3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Con0ition: Field Moist
TEST 1-3/4" SIEVE #4 SIEVE
NO. LOCATION % PASSING % PASSING
I Grid line C/6.5, see attached sketch 100 66
2 Grid line E/6.5, see attached sketch 100 64
3 Grid line G/6.5, see attached sketch 100 62
4 Grid line I/6.5, see attached sketch 100 63
5 Grid line K/6.5, see attached sketch i00 62
6 Grid line M/6.5, see attached sketch 100 63
7 Grid line 0/6.5, see attached sketch 100 64
Technician: B. Rengstorff
Report Distribution:
( 1 ) Transwestern Commercial Services
( 1 ) O'Brien & Associates, Inc.
(1) TechniStructures, Inc.
( I ) City of Coppell - Constr. Insp.
3091
lnc.
(1) City of Coppell - Bldg. lnsp.
(1) Hill & Wilkinson, Ltd.
(1) Halff Associates
(1) State Farm Insurance ELlgeIle Harbour
Principal
This repot[ is exclusively for the use of the client indica~d above and shall not be reproduced in full without written approval of HBC Engineering, Inc.
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