Service Star-LR061107
FIELD DENSITY TESTING
Report Number: 94061329.0016
Service Date: October 23, 2006
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project No.:
November 07, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
Description and Classification
Dark brown clay
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pct)
20.6 98.6
Proiect Reauirements
Materia/Information
Material
No.
Laboratory
Test Method
Water
Content
(%)
-1/+3
Minimum Dry
Unit Weight
(% compaction)
1 613290002 ASTM D 698
Fie/d Test Data
Test
No.
95
Test Location
Probe Water Dry Unit Dry Unit
Lift! Mat. Depth Content Weight Weight
Elev. No. (inches) (%) (pet) (% compaction)
3' BFG 1 6 22.3 94.2 96
2' BFG 1 6 21.0 95.0 96
l' BFG 1 6 23.4 93.7 95
Final 1 6 20.2 95.5 97
3' BFG 1 6 22.5 94.6 96
2' BFG 1 6 23.2 93.7 95
l' BFG 1 6 21.9 94.1 95
Final 1 6 19.8 97.7 99
3' BFG 1 6 22.7 94.0 95
2' BFG 1 6 21.1 95.1 96
l' BFG 1 6 23.3 93.9 95
Final 1 6 20.5 96.2 98
3' BFG 1 6 23.3 93.5 95
2' BFG 1 6 21.9 95.0 96
l' BFG 1 6 22.6 94.6 96
Final 1 6 21.2 95.3 97
3' BFG 1 6 23.4 94.1 95
Utility Backfill
47 Water Line B, Sta. 0+10
48 Water Line B, Sta. 0+10
49 Waterline B, Sta. 0+10
50 Water Line B, Sta. 0+10
51 Water Line B, Sta. 1 +40
52 Water Line B, Sta. 1 +40
53 Water Line B, Sta. 1 +40
54 Water Line B, Sta. 1 +40
55 Water Line D, Sta. 1 +00
56 Water Line D, Sta. 1+00
57 Water Line D, Sta. 1 +00
58 Water Line D, Sta. 1 +00
59 21" Storm Sewer, Sta. 1 +00
60 21" Storm Sewer, Sta. 1 +00
61 21" Storm Sewer, Sta. 1+00
62 21" Storm Sewer, Sta. 1+00
63 21" Storm Sewer, Sta. 2+00
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT lest methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2
07-PDRlR07-FiJu"e Kill'
. FIELD DENSITY TESTING lrerracan
Client: ServiceStar Design Group LLC Project Number:94061329
Report Number: 94061329.0016
Field Test Data Probe Water Dry Unit Dry Unit
Test LiW Mat. Depth Content Weight Weight
No. Test Location Elev. No. (inches) (%) (pcf) (% compaction)
64 21" Storm Sewer, Sta. 2+00 2' BFG 1 6 21.0 96.6 98
65 21" Storm Sewer, Sta. 2+00 l' BFG 1 6 20.5 95.0 96
66 21" Storm Sewer, Sta. 2+00 Final 1 6 19.6 97.3 99
67 Water Line A, Sta. 0+10 l' BFG 1 6 21.0 95.3 97
68 Water Line A, Sta. 0+10 Final 1 6 20.0 96.0 97
69 Water Line A, Sta. 0+90 l' BFG 1 6 20.3 94.7 96
70 Water Line A, Sta. 0+90 Final 1 6 19.9 93.9 95
Datum: BFG = below final grade
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City ofCoppell TX
(1) CityofCoppell TX
(1) lei Construction Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
Lyndon . ox, P.E.
Princip I E gineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for t e of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the localion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 2
07-PDRIR07..F'I.turlt Key