Amberpoint BP 2-LR021112 (3)REPORT OF LIME DEPTH CHECKS
lrerracan
Consulting Engineers & Scientists
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
11/12/02
3181
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94021380.0083
94021380
Staples
201 Northpoint
Coppell, TX
Contractor:
Test Location:
Test Method:
Wier Bros. Specification Requirements: 8 inches
Slab-on-Grade, lines A to J and I to 3 and 9 to 11
NTCOG
TEST DEPTH OF LIME
NO. LOCATION (in.)
1 Grid line B.5/1.5 8+
2 Grid line D/1.5 8+
3 Grid line E.5/1.5 8+
4 Grid line G/1.5 8+
5 Grid line H.5/1.5 8+
6 Grid line I-1/2.5 8+
7 Grid line F.5/2.5 8+
8 Grid line E/2.5 8+
9 Grid line C.5/2.5 8+
10 Grid line B/2.5 8+
11 Grid line A.5/9.5 8+
12 Grid line C/9.5 8+
13 Grid line D.5/9.5 8+
14 Grid line F/9.5 8+
15 Grid line G.5/9.5 8+
16 Grid line I-I/10.5 8+
17 Grid line F.5/10.5 8+
18 Grid line E/10.5 8+
19 Grid line C.5/10.5 8+
20 Grid line B/10.5 8+
Technician: B. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Bden & Associates
(1) TechniStructures
(1) City of Coppell - Bldg. Insp.
309
(1) City of Coppell - Constr. Insp.
(1) State Farm Insurance
(1) Carter & Burgess
(1) HBC Engineeing
'lFerracan
Eugene Harbour
Principal
Tiffs report is exclusively for the use of the client indicated above and shaIl not be reproduced in fial~ without written approval of HBC/Terracon.