Amberpoint BP 2-LR021111REPORT OF LIME DEPTH CHECKS
Date of Service:
Client No.:
Client:
11/11/02
3181
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600W
Dallas, TX 75244
Report No.:
Project No.:
Project:
lrerracan
8901 Carpenter Frwy,, Suite #100
Dallas, Texas 75247
94021380.0079
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 5 to 8
NTCOG
TEST DEPTH OF LIME
NO. LOCATION (in.)
1 Grid line B.5/5.5 8+
2 Grid line D/5.5 8+
3 Grid line E.5/5.5 8+
4 Grid line G/5.5 8+
5 Grid line H.5/5.5 8+
6 Grid line G.5/6.5 8+
7 Grid line F.0/6.5 8+
8 Grid line D.5/6.5 8+
9 Grid line C/6.5 8+
10 Grid line A.5/6.7 8+
11 Grid line B.5/7.5 8+
12 Grid line D/7.5 8+
13 Grid line E.5/7.5 8+
14 Grid line G/7.5 8+
15 Grid line H.5/7.5 8+
16 Grid line G.5/8.5 8+
17 Grid line F/8.5 8+
18 Grid line D.5/8.5 8+
19 Grid line C/8.5 8+
20 Grid line A.5/8.5 8+
Technician: B. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppell - Bldg. lnsp.
309
(1) City of Coppell - Constr. Insp.
(1) State Farm Insurance
(1) Carter & Burgess
(1) HBC Engineeing
ll'erracan
Eugene Harbour
Principal
This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of HBC/Terracon.
'REPORT OF SOIL-LIME MIXTURE PULVERIZATION
lrerracan
8901 Carpenter Frwy., Suite #100
Dallas. Texas 75247
Date of Service:
Client No.:
Client:
11/11/02
3181
Transwestern Commercial Services
5001 Spring Valley Rd Ste 600W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94021380.0078
94021380
Staples
201 Northpoint
Coppell, TX
Contractor:
Test Location:
Wier Bros.
Lines A to J and 9 to 11
Test Method: NTCOG
Specification Requirements:
Minimum Passing I 3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
TEST LOCATION 1-3/4" SIEVE #4 SIEVE
NO. % PASSING % PASSING
1 Grid line A.2/9.2 100 67
2 Grid line B/9.5 100 64
3 Grid line B.8/9.8 100 66
4 Grid line C.7/9.2 100 65
5 Grid line D.6/9.5 100 67
6 Grid line E.5/9.8 100 68
7 Grid line F.4/9.5 100 64
8 Grid line G.2/9.2 100 66
9 Grid line H/9.5 100 65
10 Grid line H.8/9.8 100 64
11 Grid line A.2/10.2 100 66
12 Grid line B/10.5 100 68
13 Grid line B.8/10.8 100 67
14 Grid line C.7/10.5 100 64
15 Grid line D.6/10.2 100 66
16 Grid line E.5/10.5 100 67
17 Grid line F.4/10.8 100 68
18 Grid line G.2/10.5 100 66
19 Grid line I-I110.2 100 64
20 Grid line H.8/10.8 100 65
Technician: B. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) Technistructures
(1) City of Coppell - Bldg. lnsp.
309
(1) City of Coppell - Constr. Insp.
{1) State Farm Insurance
(1) HBC Engineering - Project File
(1) Car~er & Burgess
'l tracan
Eugene Harbour
Principal
Tl~is report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of HBC/Terracon,