Gateway BP(1.4)-LR061127FIELD DENSITY TESTING
Report Number: 94061357.0003
Service Date: October 28, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Material Laboratory
No. Test Method
Parking Lot
6 500' W 60' N from NE corner of building
7 400' W 70' N from NE corner of building
8 300' W 55' N from NE corner of building
9 200' W 80' N from NE corner of building
10 100' W 50' N from NE corner of building
11 10' E 40' N from NE corner of building
12 100' E 10' N from NE corner of building
13 200' E 5' N from NE corner of building
14 300' E 10' S from NE corner of building
15 500' E 20' S from NE corner of building
16 450' E 90' N from NE corner of building
17 400' E 150' N from NE corner of building
18 250' E 100' N from NE corner of building
19 150' E 200' N from NE corner of building
20 10' W 190' N from NE corner of building
21 110' W 200' N from NE corner of building
22 250' W 150' N from NE corner of building
Description and Classification
1 613570001 ASTM D 698 Medium brown clay w /sand
Field Test Data
Test
No. Test Location
Report Date: November 27, 2006
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Lift/
Elev.
Probe
Mat. Depth
No. (inches)
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
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Final 1 6
Page 1 of 2
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(pcf) compaction)
22.8 95.4 -1/+3
Water Dry Unit
Content Weight
(pcf)
21.9 94.5
25.0 91.5
23.7 94.4
24.2 93.5
22.0 94.7
25.6 90.2
22.5 93.3
23.6 92.8
23.1 93.1
24.6 91.3
23.7 93.5
21.8 95.0
22.5 94.8
24.7 92.3
24.2 91.9
25.6 92.8
22.3 99.6
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.
95
Dry Unit
Weight
compaction)
99
96
99
98
99
95
98
97
98
96
98
100
99
97
96
97
100+
07 -PDF ROT -ENUre Key
FIELD DENSITY TESTING
Client: Hill Wilkinson LTD
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elev. No. (inches) (pcf) compaction)
23 400' W 220' N from NE corner of building Final 1 6 22.7 93.9 98
24 520' W 130' N from NE corner of building Final 1 6 24.0 92.2 97
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
Field Results Reported To: Superintendent w /H &W
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: 94061357.0003
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- PDR/R07.F,AUre Key
FIELD DENSITY TESTING
Report Number: 94061357.0006
Service Date: November 17, 2006
Client: Report Date: Novem 006
Hill Wilkinson LTD Project: ,I.l erty Pavement Expansion
Attn: Gene Fort 770 Gateway Blvd.
800 Klein Rd Ste 100 PO #14 -2155
Plano TX 75074 Coppell, TX
Project No.: 94061357
Lab Test Data Proiect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No. Test Method Description and Classification (pcf) compaction)
Material Information
1 613570001 ASTM D 698 Medium brown clay w /sand 22.8 95.4 -1/ +3 95
Field Test Data
Test
No.
Parking Area, W end
25 C/1.75
26 C/0.81
27 C /.91
28 C/1.01
Parking Area, E end
29 C/0.71
30 C/0.47
31 C/0.86
Test Location
Datum: FSG final subgrade
Comments:
An asterisk appears next to test results which do NOT meet the project specifications.
NOTE: Recommend passing.
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
Gauge ID: 1614
Terracon Rep: Bengie Ward
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
ro-
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elev. No. (inches) (pcf) compaction)
FSG 1 6 27.1 91.0 95
FSG 1 6 28.3 90.7 95
FSG 1 6 28.0 90.9 95
FSG 1 6 26.7 91.8 96
FSG 1 6 25.9 92.6 97
FSG 1 6 25.4 92.8 97
FSG 1 6 26.2 92.0 96
Page 1 of 1
Reviewed by:
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
fZ$)630 -1010
HusseinH. 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- PDRR207 -Future Key
FIELD DENSITY TESTING
Report Number: 94061357.0007
Service Date: November 18, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material information
Material Laboratory
No. Test Method
1 613570001 ASTM D 698 Medium brown clay w /sand
Field Test Data
Test
No. Test Location
Parking Area, E end
32 12' E of building pad
33 24' E of building pad
34 36' E of building pad
35 48' E of building pad
36 60' E of building pad
NOTE: Recommend passing.
Terracon Rep: Bengie Ward
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
Description and Classification
Report Date: November 27, 2006
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Lift/
Elev.
FSG 1
FSG 1
FSG 1
FSG 1
FSG 1
Page 1 of 1
Probe
Mat. Depth
No. (inches)
6
6
6
6
6
Datum: FSG final subgrade
Comments:
An asterisk appears next to test results which do NOT meet the project specifications.
Reviewed by:
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)
Litv
26.2 94.5
27.1 94.3
27.0 93.9
26.2 94.0
27.3 93.4
Proiect Requirements
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.
Minimum Dry
Unit Weight
compaction)
95
Dry Unit
Weight
compaction)
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
99
99
98
99
98
07- PDR/RO7 -FWre Key
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings Approved
X
Bar Length and Shape
X
Column Tie Spacing Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing Type
Bar Grade
X
Properly Tied
X
Welded Splices
Rebar Clean
X
Dowel Bars in Place
X
Mechanical Splices
Trash Debris Removed
X
Proper Bar Supports
X
Lapped Splices
X
Number of Bars
X
Proper CoverlClearance
X
REPORT OF REINFORCING STEEL OBSERVATION
Date of Service: 11/27/06
Client No.: 72873
Client: Hill Wilkinson LTD
800 Klein Rd Ste 100
Plano, TX 75074
f i
Services: Observe placement of reinforcing for compliance ith furnished drawings.
Drawings Utilized: C2.01, dated 10/03/06
Locations /items Observed: Paving, (127' x 250') 125' N from building 250'
E from existing parking
Test Method:
Field Results Report To:
Technician:
J. Lehnertz
Report Distribution:
(1) Hill Wilkinson LTD
(1) Halff Assoc Inc
(1) City of Coppell TX
Visual Observation
PROJECT DATA
REPORT OF OBSERVATION
(1) Haverty Furniture Co Inc
Report No.: 94061357.0008
Project No.: 94061357
Haverty Pavement Expansio
70 Gateway Blvd.
oppell, TX
g
I
lierracon
Consulting Engineers Scientists
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Discrepancies /Comments: No discrepancies were noted at the time of this observation.
NOTE: #3 reinforcing steel bars at 18 inches on center each way with dowels at
18 inches on center.
Hussein H. Abusaad, P.E.
Senior Project Manager
309pdr This report is exclusively for the use of the client indicated above and shall not be reproduced without written approval of Terracon.