Gateway BP(1.4)-LR070214CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0017
Service Date: December 7, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Specified Strength: 3000 psi 28 Days
Batch Time: 1:56 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 5016 Ticket No: 7173910
Mix I.D. No.: 1261
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 15 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, OF
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
5.00
7.0
55
43
N/R
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Specification
3 -5
3 -6
Report Date: Februa BII7
Project: y Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Field Test Results do not meet project specifications.
Page 1 of 7
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(211)6,8„(1,1040
Sample Information
Date Cast: December 7, 2006 Time: 2:25 AM
Sampled by: Jesus Rojas
Weather Conditions: clear
Accumulative Yards: 50/690
Placement Method: Pump
Sample Locations: Noted on sketch as 1
Placement Location: Paving, refer to attached sketch
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/14/2006 7 76,840 2,720
12/14/2006 7 86,990 3,080
Average (7 Days) 2,900
01/04/2007 28 104,210 3,690
01/04/2007 28 109,860 3,890
Average (28 Days) 3,790
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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,
01- PDP,701 -Faure Kev
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0017
Service Date: December 7, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Specified Strength: 3000 psi 28 Days
Batch Time: 2:32 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 5015 Ticket No: 6295659
Mix I.D. No.: 1261
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 10 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, °F:
Ambient Temperature, °F:
Plastic Unit Weight, pcf:
2 3 6.00
2 4 6.00
Result
5.25
7.0
55
43
N/R
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
Specification
3 -5
3 -6
Report Date: February 14, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Page 2 of 7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Sample Information
Date Cast: December 7, 2006 Time: 2:55 AM
Sampled by: Jesus Rojas
Weather Conditions: Clear
Accumulative Yards: 150/690
Placement Method: Pump
Sample Locations: Noted on sketch as 2
Placement Location: Paving, refer to attached sketch
Field Test Results do not meet project specifications.
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
12/14/2006 7 74,240 2,630
12/14/2006 7 70,830 2,500
Average (7 Days) 2,570
28.27 01/04/2007 28 99,420 3,520
28.27 01/04/2007 28 97,180 3,440
Average (28 Days) 3,480
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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.
01- PDR4701 -Fours Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0017
Service Date: December 7, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Specified Strength: 3000 psi 28 Days
Batch Time: 3:24 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 1093 Ticket No: 7173925
Mix I.D. No.: 1261
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 15 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, °F:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
5.00
6.0
55
38
N/R
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
3 3 6.00 28.27
3 4 6.00 28.27
Specification
3 -5
3 -6
Report Date: February 14, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
December 7, 2006
Jesus Rojas
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Time: 4:00 AM
Date Cast:
Sampled by:
Weather Conditions: Clear
Accumulative Yards: 260/690
Placement Method: Pump
Sample Locations: Noted on sketch as 3
Placement Location: Paving, refer to attached sketch
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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.
Page 3 of 7
Date
Tested
12/14/2006
12/14/2006
01/04/2007
01/04/2007
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 89,520 3,170
7 96,100 3,400
Average (7 Days) 3,290
28 152,310 5,390
28 147,390 5,210
Average (28 Days) 5,300
01- PDRIRO1- Future Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0017
Service Date: December 7, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Specified Strength: 3000 psi 28 Days
Batch Time: 4:12 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 7060 Ticket No: 1713934
Mix I.D. No.: 1261
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 10 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, oF:
Ambient Temperature,°F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set
No.
4
Specimen
ID
1
4 2
Result
5.50
5.8
53
37
N/R
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
4 3 6.00 28.27
4 4 6.00 28.27
Specification
3 -5
3 -6
Report Date: February 14, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
Date Cast: December 7, 2006
Sampled by: Jesus Rojas
Weather Conditions: Clear
Accumulative Yards: 370/690
Placement Method: Pump
Sample Locations: Noted on sketch as 4
Placement Location: Paving, refer to attached sketch
Page 4 of 7
Date
Tested
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Field Test Results do not meet project specifications.
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Time: 4:45 AM
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
12/14/2006 7 92,850 3,280
12/14/2006 7 78,660 2,780
Average (7 Days) 3,030
01/04/2007 28 121,340 4,290
01/04/2007 28 128,040 4,530
Average (28 Days) 4,410
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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.
01.PDR/RO1 -FNUre Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0017
Service Date: December 7, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Specified Strength: 3000 psi 28 Days
Batch Time: 4:52 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 7059 Ticket No: 7173940
Mix I.D. No.: 1261
Water Added Onsite Before Test: O Gallons
Water Added Onsite After Test: 10 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, OF
Ambient Temperature, °F:
Plastic Unit Weight, pcf:
5 3 6.00
5 4 6.00
Result
5.50
5.6
55
40
N/R
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
5 1 6.00 28.27
5 2 6.00 28.27
Specification
3 -5
3 -6
Report Date: February 14, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
December 7, 2006
Jesus Rojas
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Field Test Results do not meet project specifications.
Age at Maximum
Date Test Load
Tested (days) (lbs)
12/14/2006 7 112,460
12/14/2006 7 103,730
Average (7 Days)
28.27 01/04/2007 28 156,210
28.27 01/04/2007 28 154,530
Average (28 Days)
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Time: 5:15 AM
Date Cast:
Sampled by:
Weather Conditions: Clear
Accumulative Yards: 450/690
Placement Method: Pump
Sample Locations: Noted on sketch as 5
Placement Location: Paving, refer to attached sketch
Compressive
Strength
(psi)
3,980
3,670
3,830
5,520
5,460
5,490
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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
ind icated 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 5 of 7
O1- POR/ROI -FUt,e Hey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0017
Service Date: December 7, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Specified Strength: 3000 psi 28 Days
Batch Time: 5:37 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 959 Ticket No: 7173948
Mix I.D. No.: 1261
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 15 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, oF:
Ambient Temperature,°F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
6 1 6.00 28.27
6 2 6.00 28.27
6 3
6 4
Result
5.50
5.7
54
38
N/R
6.00 28.27
6.00 28.27
Specification
3 -5
3 -6
Report Date: February 14, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
Date Cast: December 7, 2006
Sampled by: Jesus Rojas
Weather Conditions: Clear
Accumulative Yards: 560/690
Placement Method: Pump
Sample Locations: Noted on sketch as 6
Placement Location: Paving, refer to attached sketch
Page 6 of 7
Date
Tested
12/14/2006
12/14/2006
01/04/2007
01/04/2007
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Time: 5:55 AM
Field Test Results do not meet project specifications.
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 96,210 3,400
7 87,960 3,110
Average (7 Days) 3,260
28 146,300 5,170
28 137,870 4,880
Average (28 Days) 5,030
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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.
01- PDR,1701 -FNure Hey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0017
Service Date: December 7, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Specified Strength: 3000 psi 28 Days
Batch Time: 6:16 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 7025 Ticket No: 7173953
Mix I.D. No.: 1261
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 15 Gallons
Field Test Data
Test
Slump, inches:
Air Content, °A°:
Concrete Temperature, °F:
Ambient Temperature, °F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
7 1 6.00 28.27
7 2 6.00 28.27
7 3 6.00 28.27
7 4 6.00 28.27
Terracon Rep: Jesus Rojas
Report Distribution:
(1) Hill Wilkinson LTD
(1) Halff Assoc Inc
(1) City of Coppell TX
1) Haverty Furniture Co Inc
Result
5.00
5.6
53
37
N/R
Specification
3 -5
3 -6
Report Date: February 14, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Sample Information
Date Cast: December 7, 2006 Time: 7:00 AM
Sampled by: Jesus Rojas
Weather Conditions: Clear
Accumulative Yards: 630/690
Placement Method: Pump
Sample Locations: Noted on sketch as 7
Placement Location: Paving, refer to attached sketch
Date
Tested
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
12/14/2006 7 91,970 3,250
12/14/2006 7 85,060 3,010
Average (7 Days) 3,130
01/04/2007 28 135,090 4,780
01/04/2007 28 136,150 4,810
Average (28 Days) 4,800
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Reviewed by:
ene
in 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.
Page 7 of 7
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