Gateway BP(1.4)-LR070105CONCRETE 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: 10 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
5.00
5.0
55
42
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
Specification
Report Date: January 05, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
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
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
Time: 3:45am
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 118,290 4,180
28 149,700 5,290
28 155,930 5,510
Average (28 Days) 5,400
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
01- SKS/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 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, oF:
Plastic Unit Weight, pcf:
Result
6.00
6.0
55
48
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
Specification
Report Date: January 05, 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 6, 2006 Time: 4:45am
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
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 75,190 2,660
01/03/2007 28 103,680 3,670
01/03/2007 28 106,910 3,780
Average (28 Days) 3,730
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
01- SKS/R01- FVlure 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, °F:
Ambient Temperature, °F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
3 1
3 2
3 3
Result
6.00
8.0
53
43
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Specification
Report Date: January 05, 2007
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: 300/700
Placement Method: Pump
Sample Locations: Set #3, see attached sketch
Placement Location: Pavement, see attached sketch
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Time: 6:30am
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
12/13/2006 7 57,570 2,040
01/03/2007 28 87,560 3,100
01/03/2007 28 89,760 3,170
Average (28 Days) 3,140
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
01.SKSM01- Fulure Kay
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: 6:48am Plant: 7
Supplier: Lattimore Materials Co.
Truck No: 7070 Ticket No: 6295570
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
6.50
6.0
53
43
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
4 1 6.00 28.27
4 2 6.00 28.27
4 3 6.00 28.27
Specification
Report Date: January 05, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
Sample Information
December 6, 2006
Jesus Rojas
Date Cast:
Sampled by:
Weather Conditions: Clear, sunny
Accumulative Yards: 370/700
Placement Method: Pump
Sample Locations: Set #4, see attached sketch
Placement Location: Pavement, see attached sketch
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Comments: Does not comply with specified strength. Not tested for plastic unit weight.
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Time: 7:30am
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
12/13/2006 7 50,690 1,790
01/03/2007 28 74,950 2,650*
01/03/2007 28 80,080 2,830*
Average (28 Days) 2,740
NOTE: The strength should be considered satisfactory because it meets ACI- 318 5.6.3.3 (see attached Statistical Analysis of
Concrete Mixtures Report, dated 01/05/07.
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
01- 51C5IRO, -FVMxe 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, 0F:
Ambient Temperature, OF:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
5 1
5 2
5 3
6.00
6.00
6.00
Result
5.50
5.9
57
50
Diameter Area
(inches) (sq. inches)
28.27
28.27
28.27
Specification
Report Date: January 05, 2007
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: 490/700
Placement Method: Pump
Sample Locations: Set #5, 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 5 of 7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Time: 8:OOam
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/13/2006 7 88,030 3,110
01/03/2007 28 125,870 4,450
01/03/2007 28 123,650 4,370
Average (28 Days) 4,410
01- SK$IR01 -FVM, 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: OGallons
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
5.5
58
55
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 6.00 28.27
Specification
Page 6 of 7
Report Date: January 05, 2007
Project: Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
Project No.: 94061357
lierracon
8901 Carpenter Fry, 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
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Time: 9:OOam
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
12/13/2006 7 89,570 3,170
01/03/2007 28 112,080 3,960
01/03/2007 28 125,450 4,440
Average (28 Days) 4,200
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.
at- SKSIROt.iuture Ksy
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, OF:
Ambient Temperature, OF:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
7 1
7 2
7 3
Report Distribution:
(1) Hill Wilkinson LTD
(1) Halff Assoc Inc
(1) City of Coppell TX
(1) Haverty Furniture Co Inc
Diameter Area
(inches) (sq. inches)
6.00
6.00
6.00
Terracon Rep: Jesus Rojas
Result
6.50
5.5
58
55
28.27
28.27
28.27
Specification
Report Date: January 05, 2007
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
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 28 100,350 3,550
01/03/2007 28 97,840 3,460
Average (28 Days) 3,510
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:
Time: 10:10am
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- SKSIR01 -FUMe Key
c••••
Terracon Report No. 94061357.0014
Dated 12/06/2006
(Haverty Pavement Expansion)
BETWEEN EXISTING
JO|N| YY
PAVEMENT AND NEW PAVEMENT.
SAWCUT 874 LF REMOVE C
CONNECT TO EXIST. CONCRETI
u�
o
mmwRACON REPORT NO.
INSTALL 372
OF 6" CURB
STATISTICAL ANALYSIS OF CONCRETE MIXTURES
Report Number: 94061357.0025
Service Date: January 5, 2007
Client:
Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Specification Requirements:
Concrete Class: 1261
Date
12/06/2006
12/06/2006
12/06/2006
12/06/2006
12/06/2006
12/06/2006
12/06/2006
12/07/2006
12/07/2006
12/07/2006
12/07/2006
12/07/2006
12/07/2006
Average
Report
Number
94061357.0014
94061357.0014
94061357.0014
94061357.0014
94061357.0014
94061357.0014
94061357.0014
94061357.0017
94061357.0017
94061357.0017
94061357.0017
94061357.0017
94061357.0017
3000 psi 28 Days
Set
1
2
3
4
5
6
7
2
3
4
5
6
7
Report Date:
Project:
Project No.:
PROJECT DATA
REPORT OF TESTS
Number
Of
Samples
2
2
2
2
2
2
2
2
2
2
2
2
2
Slump
(in.)
5.00
6.00
6.00
6.50
5.50
5.50
6.50
5.25
5.00
5.50
5.50
5.50
5.00
Page 1 of 2
January 05, 2007
Haverty Pavement Expansion
770 Gateway Blvd.
PO #14 -2155
Coppell, TX
94061357
Air
Content
5.0
6.0
8.0
6.0
5.9
5.5
5.5
7.0
6.0
5.8
5.6
5.7
5.6
Concrete
Temp
(F)
55
55
53
53
57
58
58
55
55
53
55
54
53
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Compressive
Strength
PSI
5400
3725
3135
2740
4410
4200
3505
3480
5300
4410
5490
5025
4795
of all sets of three consecutive strengths equals or exceeds the project specifications.
Average of 13 sets 4280 PSI 28 days
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.
Running
3 Test Avg
PSI
4087
3200
3428
3783
4038
3728
4095
4397
5067
4975
5103
11J61AR11 -FUWre Key
STATISTICAL ANALYSIS OF CONCRETE MIXTURES
Client: Hill Wilkinson LTD
Terracon Rep: Hussein H. Abusaad, P.E.
Report Distribution:
(1) Hill Wilkinson LTD
Page 2 of 2
lierracon
Project Number:94061357
Report Number: 94061357.0025
(1) Halff Assoc Inc Reviewed by:
(1) City of Coppell TX
(1) Haverty Furniture Co Inc 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.
1 1-HW VRt t-F Wie Key