ST0702-LR091228CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0058
12/17/09 Sample Time: 1715
Service Date: 12/17/09
Burl E. Thomas
890] Carpenter Frwy.
Report Date: 12/28/09
Accumulative Yards:
Dallas, TX 75247
Placement Method:
Direct Discharge
214 -630 -1010 Re No: F -3272
Client
Project
Sta. 4 +75
City 01 Coppell TX
Coppell Road - #ST07 -02
28.27
Attn: Rick O'Dell
Bethel Road to
4
Engineering Dept
Southwestern Blvd.
12/18/09
PO Box 9475
Coppell, TX
9 3 6.00
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
9 ZI 6.00
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1619 Plant: #3, #6, and #71
Truck No.: 9114 Ticket No.: 6363524
Field Test Data
Test
Slump (in);
Air Content (' %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
4 1/2 3 -5
3.9 3 -6
65
51
144.6
Sample Date:
12/17/09 Sample Time: 1715
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
830 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):5
Water Added After (gal): 0
Sample Location:
Sta. 4 +75
Placement Location:
Pavement, Coppell Road from
28.27
Southwestern Blvd. to Bethel Road
Laboratory Test Data
Strength Fracture
(lbs)
(psi) Type
112,360
Set Specimen Diameter
Area
Date
Date
Age at
Test
No. ID (in)
(sq in)
Received
Tested
(days)
9 I 6.00
28.27
12/18/09
12/21/09
4
9 2 6.00
28.27
12/18/09
12/24/09
7
9 3 6.00
28.27
12/18/09
12/31/09
14
9 ZI 6.00
28.27
12/18/09
01/14/10
28
9 5 6.00
28.27
12/18/09
01/14/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
112,360
3,970 4
134,470
4,760 4
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: 13url E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JR.I Paving
Report Distribution:
(1) Cily or Coppel I Tx (1) Freese and Nichols Inc Reviewed By:
(1),I11.1 Paving 1.11
Test Methods: ASTM C31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064 ASTM C1231
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.
t'unn01. 1( --1 Page 9 o0
C ONCRETE C`OMPR oo s IVE STRENGTH TEST REPORT 174 "Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 12/28/09 Dallas, TX 75247
214 -630 -1010 Reg No• F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength:
3,600
psi a 28 days
Sample Date:
12/17/09 Sample Time:
1604
Sampled By:
Burl E. Thomas
Mix ID: 1701
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
730 Batch Size (cy):
10
Batch Time: 1527
Plant:
#3, #6, and #71
Placement Method:
Direct Discharge
Truck No.: 1049
Ticket No.:
3272175
Water Added Before (gal):0
Field Test Data
Water Added After (gal):
0
Sample Location:
Sta. 6 +00
Test
Result
Specification
Placement Location:
Pavement, Coppell Road from
Slump (in):
4
3 -5
Southwestern Blvd. to Bethel Road
Air Content ('A):
4.9
3 -6
Concrete Temp. (F):
65
Ambient Temp. (F):
57
Plastic Unit Wt. (pct):
142.7
Laboratory Test Data
Age at
Maximum Compressive
Set Specimen
Diameter
Area
Date
Date Test
Load Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested (days)
(lbs) (psi)
Type
8 1
6.00
28.27
12/18/09
12/21/09 4
104,920 3,710
4
8 2
6.00
28.27
12/18/09
12/24/09 7
140,650 4,970
4
8 3
6.00
28.27
12/18/09
12/31/09 14
8 41
6.00
28.27
12/18/09
01 /14/10 28
8 5
6.00
28.27
12/18/09
01/14/10 28
Comments:
Samples Made Illy: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required field tests and cast compressive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: IIU Paving
Report Distribution:
(1) City orCuppell Tx (1) Freese and Nichols Inc
(1),IR.IPavinE 1.1'
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
URnnnl. 5.21 -09. Rev-1 Page 8 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0058 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 12/28/09 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 3,600 psi a
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1406 Plant:
Truck No.: 7021 Ticket No.
28 days
#3, #6, and #71
3272166
Field Test Data
Test
Slump (in):
Air Content (' %1):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 1/4 3 -5
4.3 3 -6
65
56
144.9
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
7
1
6.00
7
2
6.00
7
3
6.00
7
4
6.00
7
5
6.00
Sample Date:
12/17/09 Sample Time: 1450
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
650 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
4
Water Added After (gal):
0
Sample Location:
Sta. 8 +45
Placement Location:
Pavement, Coppell Road from
Southwestern Blvd. to Bethel Road
Age at
Area
Strength
Fracture
Test
(sq in)
Type
102,700
(days)
28.27
117,580
4,160
4
28.27
7
28.27
14
28.27
28
28.27
28
Date
Received
12/ 18/09
] 2/ ] 8/09
12/ 18/09
12/ 1 8/09
] 2/18/09
Date
Tested
12/2 ] /09
12/24/09
12/3 ] /09
01/14/10
01/14/10
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
102,700
3,630
4
117,580
4,160
4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location$ perform required field tests and cast compressive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) Cily of Cuppcl l ' (1) Freese and Nichols bic
(1),IR.II 1,11
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
CRINI(11. 5.21 -119, Rev.} Page 7 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0058 racon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 12/28/09 Dallas, TX 75247
214 -630 -1010 Reg No:F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rich O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength:
3,600
psi a 28 days
Sample Date:
12/17/09 Sample Time:
1336
Sampled By:
Burl E. Thomas
Mix ID: 1701
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
540 Batch Size (cy):
10
Batch Time: 1249
Plant:
#3, #6, and #71
Placement Method:
Direct Discharge
Truck No.: 1049
Ticket No.:
3272157
Water Added Before (gal):0
Field Test Data
Water Added After (gal):
0
Sample Location:
Sta. 11 +75
Test
Result
Specification
Placement Location:
Pavement, Coppell Road from
Slump (in):
4
3 -5
Southwestern Blvd. to Bethel Road
Air Content
3.7
3 -6
Concrete Temp. (F):
65
Ambient Temp. (F):
56
Plastic Unit Wt: (pcf):
144.8
Laboratory Test Data
Age at
Maximum Compressive
Set Specimen
Diameter
Area
Date
Date Test
Load Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested (days)
(lbs) (psi)
Type
6 1
6.00
28.27
12/18/09
12/21/09 4
115,840 4,100
4
6 2
6.00
28.27
12/18/09
12/24/09 7
150,920 5,340
4
6 3
6.00
28.27
12/18/09
12/31/09 14
6 4
6.00
28.27
12/18/09
01114/10 28
6 5
6.00
28.27
12/18/09
01/14/10 28
Comments:
Samples Made 133 Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests.and cast compressive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: .IR.I Paving
Report Distribution:
(1) 015 of Cappel I TX (1) Freese and Nichols Inc
Paviue I.I'
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
c'wsun. i-21-1w. u,•, .: Page 6 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0058 Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 12/28/09 Dallas, TX 75247
214- 630 -1010 Reg No• F -3272
Client Project
City oi'Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Deft
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength:
3,600
psi @ 28 days
Sample Date:
12/17/09 Sample Time:
1241
Sampled By:
Burl E. Thomas
Mix ID: 1701
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
420 Batch Size (cy):
10
Batch Time: 1 152
Plant:
#3, #6, and #71
Placement Method:
Direct Discharge
Truck No.: 1027
Ticket No.:
6363496
Water Added Before (gal):0
Field Test Data
Water Added After (gal):
0
Sample Location:
Sta. 12 +50
Test
Result
Specification
Placement Location:
Pavement, Coppell Road from
Slump ('n):
4
3 -5
Southwestern Blvd. to Bethel Road
Air Content (" o):
4.9
3 -6
Concrete Temp. (F):
60
Ambient Temp. (F):
56
Plastic Unit Wt. (pcf):
145.5
Laboratory Test Data
Age at
Maximum Compressive
Set Specimen
Diameter
Area
Date
Date Test
Load Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested (days)
(lbs) (psi)
Type
5 1
6.00
28.27
12/18/09
12/21/09 4
121,780 4,310
4
5 2
6.00
28.27
12/18/09
12/24/09 7
141,550 5,010
4
5 3
6.00
28.27
12/18/09
12/31/09 14
5 4
6.00
28.27
12/18/09
01/14/10 28
5 5
6.00
28.27
12/18/09
01/14/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required field tests and cast compressive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: .IR.I Paving
Report Distribution:
(1) Cily of Coppell Tx (1) Freese and Nichols hic
(1),I11.1llaving 1.1'
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
Cwxurl. 5- 21 -011, Ro.3 Page 5 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT IN
EM
Report Number: 94091 174.0058 iieffacon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 12/28/09 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client
Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Specified Strength: 3,600 psi a 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1035
Truck No.:
5005
Field Test Data
Test
Slump (in):
Air Content ('A):
Concrete "Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf)
Plant:
#3, #6, and #71
Ticket No.:
3272142
Result
Specification
4
3 -5
3.6
3 -6
61
Water Added After (gal):
52
Sample Location:
145.0
Placement Location:
Sample Information
Sample Date:
12/17/09 Sample Time: 1120
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
340 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Sta. 15 +50
Placement Location:
Pavement, Coppell Road from
(lbs)
Southwestern Blvd. to Bethel Road
Laboratory Test Data Age at Maximum Compressive
Set
Specimen
Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No.
1 D
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
4
1
6.00
28.27
12/18/09
12/21/09
4
123,650
4,370
4
4
2
6.00
28.27
12/18/09.
12/24/09
7
149,540
5,290
4
4
3
6.00
28.27
12/18/09
12/31/09
14
4
4
6.00
28.27
12/18/09
01/14/10
28
4
5
6.00
28.27
12/18/09
01/14/10
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Bud E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: .IR.I Paving
Report Distribution:
(1) City o1'Coppell'I'N (1) Freese and Nichols Inc
(1),IR.I Paving 1.1'
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
CRINHIL 5- :14MI, Rcv3 Page 4 of 9
CONCRETE COMPR S s IVE STRENGTH TEST REPORT
Report Number: Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 12/28/09 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client Project
City of Coppel I TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 3,600 psi n 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0841 Plant: #3, #6, and #71
Truck No.: 7069 Ticket No.: 3272129
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.3 3 -6
53
42
143.8
Laboratory Test Data
Sample Date:
12/17/09 Sample Time: 0931
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
210 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Tested
Water Added After (gal):
0
Sample Location:
Sta. 17 +75
Placement Location:
Pavement, Coppell Road from
3
Southwestern Blvd. to Bethel Road
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
3
1
6.00
28.27
12/18/09
12/21/09
3
2
6.00
28.27
12/18/09
12/24/09
3
3
6.00
28.27
12/18/09
12/31/09
3
4
6.00
28.27
12/18/09
01/14/10
3
5
6.00
28.27
12/18/09
01/14/10
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(Ibs)
(psi) Type
4
131,360
4,650 4
7
139,480
4,930 4
14
28
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: JRJ Paving
Report Distribution:
(1) Cily of Coppell Tx (1) Freese vttl Nichols Inc
(I) JRJ Paving LI'
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
(AWO1. s•? 1 -119. nc .3 Page 3 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0058
"Irerracon
Service Date: 12/17/09
No.
8901 Carpenter Frwy.
Report Date: 12/28/09
2
Dallas, TX 75247
6.00
2
214 - 630 -1010 Re No:F -3272
Client
Project
3
City of Coppell TX
Coppell Road - #ST07 -02
4
Attn: Rick O'Dell
Bethel Road to
5
Engineering Dept
Southwestern Blvd.
12/31/09
PO Box 9478
Coppell, TX
12/18/09
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
01/14/10
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0748 Plant: #3, #6, and #71
Truck No.: 7025 Ticket No.: 7213058
Field Test Data
Test
Slump (in):
Air Content ('A):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
23/4 3 -5
4.0 3 -6
52
42
147.2
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
2
1
6.00
2
2
6.00
2
3
6.00
2
4
6.00
2
5
6.00
Sample Date:
12/17/09 Sample.Time: 0817
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
110 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location:
Sta. 21 +00
Placement Location:
Pavement, Coppell Road from
28.27
Southwestern Blvd. to Bethel Road
Maximum
Compressive
Load
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
12/18/09
12/21/09
4
28.27
12/18/09
12/24/09
7
28.27
12/18/09
12/31/09
14
28.27
12/18/09
01/14/10
28
28.27
12/18/09
01/14/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
123,500
4,370 5
149,540
5,290 2
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: .II2.1 Paving
Report Distribution:
(1) City of Coppell Tx (1) Freese and Nichols Inc
(1) .IR.I Paving LI'
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
cRUtx11. 5.214w. K-3, Page 2 of 9
CONCRETE COMPRESSIVE STRENGTH TEST REPORT I re lam racon
Report Number: 94091 174.0058
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 12/28/09 Dallas, TX 75247
214- 630 -1010 Re No:F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineerin; Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 3,600 psi cr 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0634 Plant: #3, #6, and #71
Truck No.: 3014 Ticket No.: 3272113
Field Test Data
Test
Slump (in):
Air Content (
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3 1/4 3 -5
3.5 3 -6
55
40
144.0
Laboratory Test Data
Set Specimen
Diameter
No.
Burl E. Thomas
1 I
6.00
2
6.00
1 3
6.00
I Li.
6.00
I 5
6.00
Sample Date:
12/17/09 Sample Time: 0716
Sampled By:
Burl E. Thomas
Weather Conditions:
Sunny
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
4
Water Added After (gal):
0
Sample Location:
Sta. 22 +00
Placement Location:
Pavement, Coppell Road from
12/31/09
Southwestern Blvd. to Bethel Road
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
12/18/09
12/21/09
4
28.27
12/18/09
12/24/09
7
28.27
12/18/09
12/31/09
14
28.27
12/18/09
01/14/10
28
28.27
12/18/09
01/14/10
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
124,140
4,390
4
149,820
5,300
2
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 0600
Reported To: Finished: 1830
Contractor: ,IR.I Paving
Report Distribution:
(1) City or Coppell Tx (1) Freese and Nichols hic
(1),IR.I Paving LI'
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
t IM101. { 1 t.u�i, K-3 Page I of 9
R ONCRE�E•COMPR oo6o STRENGTH TEST REPORT Ireirracon
Service Date: 12/18/09 8901 Carpenter Frwy.
Report Date: 12/28/09 Dallas, TX 75247
214- 630 -1010 Reg No• F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rich O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength:
4,000 psi @ 28
days
Sample Date:
12/18/09 Sample Time:
1425
Sampled By:
Mario A.Garcia
Mix ID: 1701
Weather Conditions:
Sunny, mild breeze
Supplier: Lattimore
Accumulative Yards:
10 Batch Size (cy):
10
Batch Time: 1329
Plant:
07
Placement Method:
Bucket
Truck No.: 7043
Ticket No.:
7213223
Water Added Before (gal): 15
Field Test Data
Water Added After (gal):
0
Sample Location:
Sta. 4 +75
Test
Result
Specification
Placement Location:
Flume at E side of Coppell Road, Sta.
Slump (in):
4 1/2
3 -5
4 +00 to Sta. 5 +00
Air Content (
5.0
3 -6
Concrete Temp. (F):
65
Ambient Temp. (F):
62
Plastic Unit Wt. (pef):
141.6
Laboratory Test Data
Age at
Maximum Compressive
Set Specimen
Diameter Area
Date
Date Test
Load Strength
Fracture
No. ID
(in) (sq in)
Received
Tested (days)
(lbs) (psi)
Type
1 1
6.00 28.27
12/19/09
12/25/09 7
121,270 4,290
4
1 2
6.00 28.27
12/19/09
01 /01 /10 14
1 3
6.00 28.27
12/19/09
01115110 28
1 4
6.00 28.27
12/19/09
01115110 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive trength
samples.
Terracon Rep.: Mario A.Garcia Started: 1230
Reported To: Finished: 1530
Contractor: .IR.I Paving `
Report Distribution:
(1) City of Coppell 'I'x (1) Freese and Nichols Inc Reviewed By :
(1).18.1 Paging I..l' ric J. Cl eland, P.E.
Senior Pr ect Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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'AM01. 5.2I.ov, Itev a Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0057 "Irerracon
Service Date: 12/17/09 8901 Carpenter Frwy.
Report Date: 12/28/09 Dallas, TX 75247
214- 630 -1010 Reg No• F -3272
Client
Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1348 Plant: 7
Truck No.: 1025 Ticket No.: 7213113
Field Test Data
Test
Slump (in):
Air Content ( %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
5 3 -5
4.5 3 -6
60
55
145.1
Laboratory Test Data
Set Specimen
Diameter
No. I D
(in)
I 1
6.00
I 2
6.00
I 3
6.00
I 4
6.00
Commen
Sample Date:
12/17/09 Sample Time:
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
19 Batch Size (ey): 9
Placement Method:
Bucket
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Sta. 5 +50
Placement Location:
Flume Bottom, Sta. 5 +00 to 6 +00
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
28.27
12/] 8/09
12/24/09
7
133,850
28.27
12/ 18/09
12/31/09
14
28.27
12 /] 8/09
01/14/10
28
28.27
12/18/09
01/14/10
28
Compressive
Strength Fracture
(psi) Type
4,730 2
Samples Made 13,y: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 1230
Reported To: Finished: 1430
Contractor: .111.1 Paving
Report Distribution:
(1) Cily of Coppel I TN (1) Freese and Nichols Inc Reviewed By:
(1),IR.I Paving 1.1'
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
CROW]. 3-21-09.
I< Page 1 0l' 1