Gateway BP(1.4)-LR070108CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0022
Service Date: December 9, 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: 3:14 AM Plant: 7
Supplier: Lattimore Materials co
Truck No: 959 Ticket No: 7174032
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, °F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
1 1
1 2
Result
5.50
6.0
55
36
N/R
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Specification
3 -5
3 -6
1[erracon
Report Date:January 08, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Sample Information
Date Cast: December 9, 2006
Sampled by: Jesus Rojas
Weather Conditions: Cloudy
Accumulative Yards: 80/680
Placement Method: Pump
Sample Locations: Noted on sketch as 1
Placement Location: Paving, refer to attached sketch
Field Test Results do not meet project specifications.
Page 1 of 7
Date
Tested
12/16/2006
12/16/2006
01/06/2007
01/06/2007
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM 0138
Time: 3:30 AM
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 116,770 4,130
7 123,170 4,360
Average (7 Days) 4,250
28 144,850 5,120
28 150,110 5,310
Average (28 Days) 5,220
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 -Future Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0022
Service Date: December 9, 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: 3:48 AM Plant: 7
Supplier: Lattimore Materials co
Truck No: 1125 Ticket No: 7174037
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, °A):
Concrete Temperature, °F:
Ambient Temperature, °F:
Plastic Unit Weight, pcf:
Result
5.50
6.0
50
35
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
2 3 6.00 28.27
2 4 6.00 28.27
Specification
3 -5
3 -6
lrerracon
Report Date: January 08, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Field Test Results do not meet project specifications.
Page 2 of 7
Date
Tested
12/16/2006
12/16/2006
01/06/2007
01/06/2007
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Sample Information
Date Cast: December 9, 2006 Time: 4:15 AM
Sampled by: Jesus Rojas
Weather Conditions: Cloudy
Accumulative Yards: 180/680
Placement Method: Pump
Sample Locations: Noted on sketch as 2
Placement Location: Paving, refer to attached sketch
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 89,300 3,160
7 87,170 3,080
Average (7 Days) 3,120
28 118,890 4,200
28 116,420 4,120
Average (28 Days) 4,160
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-PDRmot-FWne Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0022
Service Date: December 9, 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: 4:30 AM Plant: 7
Supplier: Lattimore Materials co
Truck No: 1093 Ticket No: 7174044
Mix I.D. No.: 1261
VVater Added Onsite Before Test: OGallons
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:
3 3 6.00
3 4 6.00
Result
5.50
5.5
50
34
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
Specification
3 -5
3 -6
Report Date: January 08, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
Date Cast: December 9, 2006
Sampled by: Jesus Rojas
Weather Conditions: Cloudy
Accumulative Yards: 290/680
Placement Method: Pump
Sample Locations: Noted on sketch as 3
Placement Location: Paving, refer to attached sketch
Field Test Results do not meet project specifications.
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 136,170 4,820
7 147,500 5,220
5,020
28.27 6,060
28.27 5,930
6,000
Page 3 of 7
Date
Tested
12/16/2006
12/16/2006
01/06/2007
01/06/2007
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Average (7 Days)
28 171,460
28 167,800
Average (28 Days)
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Time: 5:00 AM
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.
O1- PPR/PO1- Future Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0022
Service Date: December 9, 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: 5:14 AM Plant: 7
Supplier: Lattimore Materials co
Truck No: 7025 Ticket No: 7174052
Mix I.D. No.: 1261
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 10 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, CF:
Ambient Temperature,°F:
Plastic Unit Weight, pcf:
4 3 6.00
4 4 6.00
Result
5.75
5.6
50
32
N/R
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
4 1 6.00 28.27
4 2 6.00 28.27
Specification
3 -5
3 -6
Report Date: January 08, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
Date Cast: December 9, 2006 Time: 6:00 AM
Sampled by: Jesus Rojas
Weather Conditions: Cloudy
Accumulative Yards: 400/680
Placement Method: Pump
Sample Locations: Noted on sketch as 4
Placement Location: Paving, refer to attached sketch
Page 4 of 7
01/06/2007
01/06/2007
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Field Test Results do not meet project specifications.
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/16/2006 7 101,010 3,570
12/16/2006 7 94,910 3,360
Average (7 Days) 3,470
28.27 28 132,760 4,690
28.27 28 127,920 4,520
Average (28 Days) 4,610
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- Future Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0022
Service Date: December 9, 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: 5:36 AM Plant: 7
Supplier: Lattimore Materials co
Truck No: 980 Ticket No: 6295860
Mix I.D. No.: 1261
Water Added Onsite Before Test: 0 Gallons
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:
Result
5.50
5.8
50
30
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
5 3 6.00
5 4 6.00
Specification
3 -5
3 -6
Report Date: January 08, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Page 5 of 7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
lierracon
8901 Carpenter Frwy, Ste 7100
Dallas, Texas 75247
(214) 630 -1010
Sample Information
Date Cast: December 9, 2006
Sampled by: Jesus Rojas
Weather Conditions: Cloudy
Accumulative Yards: 450/680
Placement Method: Pump
Sample Locations: Noted on sketch as 5
Placement Location: Paving, refer to attached sketch
Time: 6:30 AM
Field Test Results do not meet project specifications.
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/16/2006 7 75,280 2,660
12/16/2006 7 77,710 2,750
Average (7 Days) 2,710
28.27 01/06/2007 28 96,440 3,410
28.27 01/06/2007 28 101,560 3,590
Average (28 Days) 3,500
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- P017rti01 -FUtue Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0022
Service Date: December 9, 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: 6:36 AM Plant: 7
Supplier: Lattimore Materials co
Truck No: 1042 Ticket No: 7174066
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, °A°:
Concrete Temperature, °F:
Ambient Temperature, °F:
Plastic Unit Weight, pcf:
6 3 6.00
6 4 6.00
Result
6.00
5.5
55
53
N/R
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
6 1 6.00 28.27
6 2 6.00 28.27
Specification
3 -5
3 -6
Report Date:January 08, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
Date Cast: December 9, 2006
Sampled by: Jesus Rojas
Weather Conditions: Cloudy
Accumulative Yards: 590/680
Placement Method: Pump
Sample Locations: Noted on sketch as 6
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)
12/16/2006 7 78,450 2,770
12/16/2006 7 83,480 2,950
Average (7 Days) 2,860
28.27 28 106,600 3,770
28.27 28 105,640 3,740
Average (28 Days) 3,760
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 6 of 7
01/06/2007
01/06/2007
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: 7:00 AM
O1- PDR/RO1- Future Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0022
Service Date: December 9, 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: 6:54 AM Plant: 7
Supplier: Lattimore Materials co
Truck No: 1045 Ticket No: 7174069
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 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
5.50
5.8
52
37
N/R
Report Date: January 08, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
Date Cast: December 9, 2006
Sampled by: Jesus Rojas
Weather Conditions: Cloudy
Accumulative Yards: 630/680
Placement Method: Pump
Sample Locations: Noted on sketch as 7
Placement Location: Paving, refer to attached sketch
Specification
3 -5
3 -6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Field Test Results do not meet project specifications.
Page 7 of 7
Reviewed by:
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Time: 7:30 AM
Maximum Compressive
Age at
Date Test Load Strength
Tested (days) (Ibs) (psi)
12/16/2006 7 99,460 3,520
12/16/2006 7 95,360 3,370
Average (7 Days) 3,450
01/06/2007 28 127,830 4,520
01/06/2007 28 123,210 4,360
Average (28 Days) 4,440
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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.
01- POR/R01 -Future Key
DETAIL
NELING
TING
'EMENT.
.74 LF REMOVE CURB
TO EXIST. CONCRETE
4s-::*zar
t
Terracon Report No.
94061357.0022
Dated 12/09/2006
Haverty Pavement Expansion
RESTRIPE FIRE LANE