Gateway BP(1.4)-LR061229FIELD DENSITY TESTING
Report Number: 94061357.0012
Service Date: December 5, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Material Laboratory
No. Test Method
Description and Classification
1 613570001 ASTM D 698 Medium brown clay w /sand
Field Test Data
Test
No. Test Location
Parking Lot, Pavement
37 20' N 500' W of the NE corner of the
building
38 15' N 520' W of the NE corner of the
building
39 30' N 400' W of the NE corner of the
building
40 20' N 400' W of the NE corner of the
building
41 30' N 420' W of the NE corner of the
building
42 15'N &410'WoftheNEcornerofthe
building
43 20' N 480' W of the NE corner of the
building
44 40' N 20' E of the NE corner of the building
45 80' N 60' E of the NE corner of the building
46 20' N 10' E of the NE corner of the building
47 40' N 60' E of the NE corner of the building
Report Date: December 29, 2006
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Lift/
Elev.
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Page 1 of 2
Probe
Mat. Depth
No. (inches)
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Lab Test Data
Optimum Max. Lab
Water Dry Unit Water
Content Weight Content
(pcf)
22.8 95.4 -1/ +3
Water Dry Unit
Content Weight
(pcf)
22.9 80.9
23.5 86.4
24.0 86.1
27.1 86.4
26.5 87.3
26.8 87.8
27.4 87.5
28.8 92.6
24.1 92.7
23.7 93.2
23.5 93.7
Project Requirements
Minimum Dry
Unit Weight
compaction)
95
Dry Unit
Weight
compaction)
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test 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.
85
91
90
91
92
92
92
97
97
98
98
O7- SKSIRO7-Future Key
FIELD DENSITY TESTING
Client: Hill Wilkinson LTD
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) Hill Wilkinson LTD
(1) HalffAssoc Inc
(1) City of Coppell TX
(1) Haverty Furniture Co Inc
Page 2 of 2
Reviewed by:
lrerracon
Project Number: 94061357
Report Number: 94061357.0012
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elev. No. (inches) (pcf) compaction)
48 40' N 20' W of the NE corner of the building Final 1 6 23.4 93.1 98
49 20' N 60' W of the NE corner of the building Final 1 6 23.8 92.9 97
50 20' N 20' W of the NE corner of the building Final 1 6 24.0 93.4 98
Comments:
An asterisk appears next to test results which do NOT meet the project specifications.
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
Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test 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.
07.SKS /R07 -Future Key
FIELD DENSITY TESTING
Report Number: 94061357.0015
Service Date: December 6, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Material Laboratory
No. Test Method
Description and Classification
1 613570001 ASTM D 698 Medium brown clay w /sand
Field Test Data
Test
No. Test Location
Report Date: December 29, 2006
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Lift/
Elev.
Parking Lot, Pavement
51 RETEST OF TEST #37 20' N 500' W of Final 1 6
the NE corner of the building
52 RETEST OF TEST #38 15' N 520' W of Final 1 6
the NE corner of the building
53 RETEST OF TEST #39 30' N 400' W of Final 1 6
the NE corner of the building
54 RETEST OF TEST #40 20' N 400' W of Final 1 6
the NE corner of the building
55 RETEST OF TEST #41 30' N 420' W of Final 1 6
the NE corner of the building
56 RETEST OF TEST #42 15' N 40' W of Final 1 6
the NE corner of the building
57 RETEST OF TEST #43 20' N 480' W of Final 1 6
the NE corner of the building
Page 1 of 2
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Lab Test Data
Optimum Max. Lab
Water Dry Unit Water
Content Weight Content
(pcf)
Project Requirements
Minimum Dry
Unit Weight
compaction)
22.8 95.4 -1/ +3 95
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (pcf) (cyo compaction)
25.6 90.9 95
25.8 91.1 95
25.4 91.3 96
24.9 91.6 96
25.4 91.6 96
25.8 90.8 95
25.7 90.9 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test 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.
0ISKS /R07 -FUturc Key
FIELD DENSITY TESTING
Client: Hill Wilkinson LTD
Comments (cont'd):
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: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) Hill Wilkinson LTD
(1) Halff Assoc Inc
;1) City of Coppell TX
;1) Haverty Furniture Co Inc
Page 2 of 2
Reviewed by:
lrerracon
Project Number: 94061357
Report Number: 94061357.0015
Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
ndicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
:o the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
07.SKSIR07 -FNwe Key