Gateway BP(1.4)-LR061214CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0014
Service Date: December 6, 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: 3:09am Plant: 7
Supplier: Lattimore Materials Co.
Truck No: 947 Ticket No: 7373839
Mix I.D. No.: 1261
Water Added Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, °F:
Ambient Temperature, °F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set
No.
1
1
1
Result
5.00
5.0
55
42
Specimen Diameter Area
ID (inches) (sq. inches)
1 6.00 28.27
2
3
iz eg
Specification
Report Date: Dece 4806
Project: averty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
Date Cast: December 6, 2006
Sampled by: Jesus Rojas
Weather Conditions: Clear
Accumulative Yards: 80/700
Placement Method: Pump
Sample Locations: Set #1, see attached sketch
Placement Location: Pavement, see attached sketch
Date
Tested
12/13/2006
01/03/2007
01/03/2007
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Time: 3:45am
Age at Maximum Compressive
Test Load S
(days) (Ibs)
7 118,290
28
28
Comments: Not tested for plastic unit weight.
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 1 of 7
O1- SKS/R01- FUlure Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0014
Service Date: December 6, 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: 4:11 am Plant: 7
Supplier: Lattimore Materials Co.
Truck No: 959 Ticket No: 7173847
Mix I.D. No.: 1261
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, OF
Ambient Temperature, °F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set
No.
2
2
2
Result
6.00
6.0
55
48
Specimen Diameter Area
ID (inches) (sq. inches)
1 6.00 28.27
2
3
Specification
Report Date: December 14, 2006
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Sample Information
Date Cast: December 6, 2006
Sampled by: Jesus Rojas
Weather Conditions: Clear
Accumulative Yards: 160/700
Placement Method: Pump
Sample Locations: Set #2, see attached sketch
Placement Location: Pavement, see attached sketch
Comments: Not tested for plastic unit weight.
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 2 of 7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Time: 4:45am
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
12/13/2006 7 75,190 2,660
01/03/2007 28
01/03/2007 28
01- SKSfRO1 -FUure Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0014
Service Date: December 6, 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: 6:01 am Plant: 7
Supplier: Lattimore Materials Co.
Truck No: 7059 Ticket No: 629556
Mix I.D. No.: 1261
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, oF:
Ambient Temperature, oF:
Plastic Unit Weight, pcf:
Result
6.00
8.0
53
43
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2
3 3
MARGINAL 7 -DAY
STRENGTH RESULTS
Specification
Report Date: December 14, 2006
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
Date Cast: December 6, 2006
Sampled by: Jesus Rojas
Weather Conditions: Clear
Accumulative Yards: 300/700
Placement Method: Pump
Sample Locations: Set #3, see attached sketch
Placement Location: Pavement, see attached sketch
Comments: Not tested for plastic unit weight.
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
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Time: 6:30am
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/13/2006 7 57,570 2,040
01/03/2007 28
01/03/2007 28
01- 5KS/R01- Future Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0014
Service Date: December 6, 2006
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Specified Strength: 3000 psi c@ 28 Days
Batch Time: 6:48am Plant: 7
Supplier: Lattimore Materials Co.
Truck No: 7070 Ticket No: 6295570
Mix I.D. No.: 1261
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, oF:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
6.50
6.0
53
43
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
4 1 6.00 28.27
4 2
4 3
Specification
Report Date: December 14, 2006
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
Date Cast: December 6, 2006
Sampled by: Jesus Rojas
Weather Conditions: Clear, sunny
Accumulative Yards: 370/700
Placement Method: Pump
Sample Locations: Set #4, see attached sketch
Placement Location: Pavement, see attached sketch
Comments: Not tested for plastic unit weight.
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 4 of 7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
lferracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Time: 7:30am
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/13/2006 7 50,690 1,790
01/03/2007 28
01/03/2007 28
01- SKSIRO1 -Future Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0014
Service Date: December 6, 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: 7:29am Plant: 7
Supplier: Lattimore Materials Co.
Truck No: 7024 Ticket No: 7173866
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, OF
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
5.50
5.9
57
50
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
5 1 6.00 28.27
5 2
5 3
Specification
Page 5 of 7
Report Date: December 14, 2006
Project: Haverty 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
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Sample Information
Date Cast: December 6, 2006
Sampled by: Jesus Rojas
Weather Conditions: Clear, sunny
Accumulative Yards: 490/700
Placement Method: Pump
Sample Locations: Set #5, see attached sketch
Placement Location: Pavement, see attached sketch
Time: 8:OOam
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
12/13/2006 7 88,030 3,110
01/03/2007 28
01/03/2007 28
Comments: Not tested for plastic unit weight.
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.SKS/RO1 -FNUre Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0014
Service Date: December 6, 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: 8:33am Plant: 7
Supplier: Lattimore Materials Co.
Truck No: 7059 Ticket No: 7173877
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, °Ao:
Concrete Temperature, °F:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
5.50
5.5
58
55
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
6 1 6.00 28.27
6 2
6 3
Specification
Report Date: December 14, 2006
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 6, 2006
Sampled by: Jesus Rojas
Weather Conditions: Clear, sunny
Accumulative Yards: 580/700
Placement Method: Pump
Sample Locations: Set #6, see attached sektch
Placement Location: Pavement, see attached sketch
Date
Tested
12/13/2006
01/03/2007
01/03/2007
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Time: 9:OOam
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 89,570 3,170
28
28
Comments: Not tested for plastic unit weight.
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- SKS/R01- Future Hey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061357.0014
Service Date: December 6, 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: 9:06am Plant: 7
Supplier: Lattimore Materials Co.
Truck No: 7021 Ticket No: 7173882
Mix I.D. No.: 1261
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, 0F:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set
No.
7
7
7
Specimen Diameter Area
ID (inches) (sq. inches)
1 6.00 28.27
2
3
Terracon Rep: Jesus Rojas
Report Distribution:
(1) Hill 8 Wilkinson LTD
(1) Halff Assoc Inc
(1) City of Coppell TX
(1) Haverty Furniture Co Inc
Result
6.50
5.5
58
55
Report Date: December 14, 2006
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Sample Information
Date Cast: December 6, 2006
Sampled by: Jesus Rojas
Weather Conditions: Clear, sunny
Accumulative Yards: 650/700
Placement Method: Pump
Sample Locations: Set #7, see attached sketch
Placement Location: Pavement, see attached sketch
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
12/13/2006 7 60,790 2,150
01/03/2007 28
01/03/2007 28
Time: 10:10am
Comments: Not tested for plastic unit weight.
Services Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Reviewed by:
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.
Page 7 of 7
01- SKS/R01 -F, se Key
r''' r-%
„J i
REMOVE C
CONNECT TO EXIST. CONCRETI
a ,.Z
0 0 (If 0
0
Z
1.
.1 3
AT JOINT BETWEEN EXISTING
PAVEMENT AND NEW PAVEMENT.
Terracon Report No. 94061357.0014
Dated 12/06/2006
(Haverty Pavement Expansion)
TERRACON REPORT NO.
4'/5? 0c!9
12- 06- Oa
INSTALL 372
OF 6" CURB