ST0701-LR100215CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0062 Irerracon
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 02/10/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creels
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Laboratory Test Data
Result Specification
2 1 -3
6.1 3 -6
52
40
147.5
Set Specimen
Diameter
Area
No. ID
(in)
(sq in)
1 1
6.00
28.27
I 2
6.00
28.27
1 3
6.00
28.27
1 4
6.00
28.27
Sample Date:
01/12/10 Sample Time: 0921
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
16 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
(lbs)
Water Added After (gal):
0
Sample Location:
Sta. 3 +40
Placement Location:
Pavement, Sta. 3 +40 to Sta. 5 +50
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
01/13/10
01/19/10
7
148,250
01/13/10
01/26/10
14
170,420
01/13/10
02/09/10
28
201,560
01/13/10
02/09/10
28
191,010
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
5,240
4
6,030
2
7,130
2
6,760
2
6,950
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Teri Rep.: Christopher P. Moran Started: 0700
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacv Construction (1) PacTrust Pacific Realty Associates LP
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.
CR0001, 5- 21 -09, Rev.3 Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0062 Irerracon
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 02/10/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creels
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef)
Result Specification
3 3/4 1 -3
3.6 3 -6
54
42
151.0
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
2
1
6.00
28.27
01/13/10
2
2
6.00
28.27
01/13/10
2
3
6.00
28.27
01/13/10
2
4
6.00
28.27
01/13/10
Sample Date:
01/12/10 Sample Time: 1017
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
112 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
142,500
Water Added After (gal):
0
Sample Location:
Sta. 4 +25
Placement Location:
Pavement, Sta. 3 +40 to Sta. 5 +50
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(Ibs)
01/19/10
7
142,500
01/26/10
14
178,220
02/09/10
28
188,190
02/09/10
28
183,820
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
5,040
4
6,300
2
6,660
2
6,500
2
6,580
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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.: Christopher P. Moran Started: 0700
Reported To:
Contractor: Lacy Construction
Report Distribution:
Finished: 1600
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(I) Lacy Constnwtion (1) PacTnlst Pacific Realty Associates LP
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.
CR0001, 5- 21 -09, Rev.3 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0062 Irerraican
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 02/10/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
01/12/10
Sample Time:
1042
Sampled By:
Christopher
P. Moran
Mix ID:
Weather Conditions:
Clear, light breeze
Supplier:
Accumulative Yards:
208
Batch Size (cy):
8
Batch Time:
Plant:
Placement Method:
Direct Discharge
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 5 +25
Test
Result
Specification
Placement Location:
Pavement,
Sta. 3 +40 to Sta. 5
+50
Slump (in):
23/4
1 -3
Air Content ( %):
5.2
3 -6
Concrete Temp. (F):
53
Ambient Temp. (F):
46
Plastic Unit Wt. (pcf):
149.7
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
3 1
6.00
28.27
01/13/10
01/16/10 4
125,920
4,450
5
3 2
6.00
28.27
01/13/10
01/19/10 7
156,930
5,550
4
3 3
6.00
28.27
01/13/10
01/26/10 14
177,270
6,270
2
3 4
6.00
28.27
01/13/10
02/09/10 28
194,370
6,870
2
3 5
6.00
28.27
01/13/10
02/09/10 28
190,600
6,740
2
Average (28 days)
6,810
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive stre
samples.
Terracon Rep.: Christopher P. Moran Started: 0700
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc Eric J. Cleveland, P.E.
(1) Lacy Constniction (1) PacTrust Pacific Realty Associates LP Senior Project 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.
CR0001, 5- 21 -09, Rev.3 Page 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0064 Irerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Lacy
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test.
Slump (in):
Air Content (IVo):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
4 1 -3
9.2 3 -6
52
46
142.1
Sample Date:
01/13/10 Sample Time: 0958
Sampled By:
Christopher P. Moran
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
16 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
Sta. 12 +60
Placement Location:
Paving from Sta. 7 +25 to Sta. 12 +60,
No. I D
west of bridge
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No. I D
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
1 1
6.00
28.27
01/14/10
01/20/10
7
135,440
4,790
2
1 2
6.00
28.27
01/14/10
01/27/10
14
170,030
6,010
2
1 3
6.00
28.27
01/14/10
02/10/10
28
185,890
6,580
2
1 4
6.00
28.27
01/14/10
02/10/10
28
184,820
6,540
2
Average (28 days)
6,560
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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.: Christopher P. Moran Started: 0800
Reported To: Alfredo, Lacy Construction Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell Tx (1) City or Coppell TX
(1) City or Coppell 'fx (2) HalfrAssoc Inc
(1) Lacy Construction (I) PacTrust Pacific Realty Associates LP
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.
clt000t, 5- 21 -09, Ro,.a Page I of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT I
Report Number: 94091 193.0064
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Boa 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Lacy
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (` %o):
Concrete Temp. (11):
Ambient Temp. (f):
Plastic Unit Wt. (pct):
Result Specification
3 1 -3
5.0 3 -6
57
48
151.0
Laboratory Test Data
Sample Date:
01/13/10 Sample Time: 1055
Sampled By:
Christopher P. Moran
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Tested
Water Added After (gal):
0
Sample Location:
Sta. 10 +25
Placement Location:
Paving from Sta. 7 +25 to Sta. 12 +60,
2
west of bridge
Set
Specimen
Diameter
Area
Date
Date
No.
I D
(in)
(sq in)
Received
Tested
2
1
6.00
28.27
01/14/10
01/16/10
2
2
6.00
28.27
01/14/10
01/20/10
2
3
6.00
28.27
01/14/10
01/27/10
2
4
6.00
28.27
01/14/10
02/10/10
2
5
6.00
28.27
01/14/10
02/10/10
Age at Maximum Compressive
Test Load
Strength
Fracture
(days) (lbs)
(psi)
Type
3 108,890
3,850
5
7 130,560
4,620
2
14 174,950
6,190
2
28 185,010
6,540
2
28 186,080
6,580
2
Average (28 days)
6,560
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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.: Christopher P. Moran Started: 0800
Reported To: Alfredo, Lacy Construction Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City or Coppel I 'rX (1) City or Coppell TX
(I) City of Coppell Ta (2) 1-lalrl' Assoc Inc
(1) Lacy Cunsnuction (1) PacTrust Pacific Realty Associates LP
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.
(1000 1, s- ,I AN. lk�\ 3 Page 2 o173
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0064 I rerracon
Service Date: 01/13/10 .8901 Carpenter Frwy.
Report Date: 02/11/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date: 01/13/10 Sample Time:
1145
Sampled By: Christopher P. Moran
Mix ID:
Weather Conditions: Sunny, light breeze
Supplier: Lacy
Accumulative Yards: Batch Size (cy):
8
Batch Time:
Plant:
Placement Method: Direct Discharge
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location: Sta. 8 +00
Test
Result
Specification
Placement Location: Paving from Sta. 7 +25 to Sta.
12 +60,
Slump (in):
3 1/4
1 -3
west of bridge
Air Content ( %1):
5.9
3 -6
Concrete Temp. (1 7 ):
59
Ambient Temp. (la):
50
Plastic Unit Wt. (pct):
148.6
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
3 1
6.00
28.27 01/14/10
01/20/10 7 97,580 3,450
2
3 2
6.00
28.27 01/14/10
01/27/10 14 143,410 5,070
2
3 3
6.00
28.27 01/14/10
02/10/10 28' 156,720 5,540
4
3 4
6.00
28.27 01/14/10
02/10/10 28 155,220 5,490
4
Average (28 days) 5,520
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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.: Christopher P. Moran Started: 0800
Reported To: Alfredo, Lacy Construction Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell Tx (1) City of Coppell TX Reviewed By:
(1) City ol'Coppcll Tx (2) Half *Assoc Etc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior Project 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.
('lauurl, ; i.nn, Rev.. Page 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0067 Irerracon
Service Date: 01/14/10 8901 Carpenter Frwy.
Report Date: 02/12/10 Revision 3 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
01/14/10
Sample Time:
0955
Sampled By:
Christopher P. Moran
Mix ID: DCS01 -1504
Weather Conditions:
Overcast, light
breeze
Supplier: Redi -Mix
Accumulative Yards:
10
Batch Size (cy):
10
Batch Time: 0916
Plant:
136
Placement Method:
Pump
Truck No.: 1 192
Ticket No.: 25154810
Water Added Before (gal): 15
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 13 +85
Test
Result
Specification
Placement Location:
Bridge Deck, east Bound, Sta.
13 +56 to
Slump (in):
5
3 -5
Sta. 14 +05
Air Content
6.0
3 -6
Concrete Temp. (F):
57
Ambient Temp. (F):
50
Plastic Unit Wt. (pct):
146.1
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
01115110
01 /18/10 4
110,400
3,910
4
1 2
6.00
28.27
01115110
01/21/10 7
136,420
4,830
2
1 3
6.00
28.27
01115110
01/28/10 14
168,690
5,970
5
1 4
6.00
28.27
01115110
02/11/10 28
176,550
6,240
2
1 5
6.00
28.27
01115110
02/11/10 28
178,230
6,300
2
Average (28 days)
6,270
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast gompressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0900
Reported To: Finished: 1430
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell l'X (1) City of Coppell TX Reviewed By:
(1) City of Coppell 'I'x (2) Halff Assoc hic Eric J. Cleveland, P.E.
(1) Lacy Construction (1) PacTrusl Pacific Really Associates LP Senior Project Manager
Test Methods: ASTM C 31, ASTM 09, 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(0001. 5a1-09, Rev- -, Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0080 Ire
Service Date: 01/27/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
M ffai�i
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Time: 1044 Plant: 136
Truck No.: 1186 Ticket No.: 25159904
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
41/2 3 -5
4.8 3 -6
62
53
150.7
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
01/28/10
1 2
6.00
28.27
01/28/10
1 3
6.00
28.27
01/28/10
1 4
6.00
28.27
01/28/10
Sample Date:
01/27/10 Sample Time: 1123
Sampled By:
Barry Cuble
Weather Conditions:
Cloudy, breezy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Bucket
Water Added Before (gal):0
28
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Wing Wall at south side, east and west
walls
Age at
Date
Test
Tested
(days)
02/03/10
7
02/10/10
14
02/24/10
28
02/24/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
143,280
5,070 2
150,440
5,320 5
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.: Barry Cuble Started: 0900
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) City of Coppell TX (1) City of Coppell TX y'
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (I) PacTrust Pacific Realty Associates LP
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.
CR0001,.5- 21 -09, Rev.J Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0084 Irerracon
Service Date: 02 /02/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppel l TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
02/02/10 Sample Time:
1014
Sampled By:
Michael W. Whyman
Mix ID: 1701
Weather Conditions:
Cloudy
Supplier: Lattimore
Accumulative Yards:
20 Batch Size (cy):
10
Batch Time: 0925
Plant:
6
Placement Method:
Direct Discharge
Truck No.: 9114
Ticket No.:
6365462
Water Added Before (gal):20
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 3 +20, Lane 2 and 3
Test
Result
Specification
Placement Location:
SW Blvd, W Bound, Sta. 5 +60
to Sta.
Slump (in):
4 1/2
3 -5
6 +30 & Sta. 3 +10 to Sta. 3 +30
Air Content (' %o):
6.2
3 -6
Concrete Temp. (F):
58
Ambient Temp. (F):
44
Plastic Unit Wt. (pct):
143.2
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
02/03/10
02/05/10 3
92,420 3,270
5
1 2
6.00
28.27
02/03/10
02/09/10 7
126,000 4,460
2
1 3
6.00
28.27
02/03/10
02/16/10 14
1 4
6.00
2827
02/03/10
03/02/10 28
1 5
6.00
28.27
02/03/10
03/02/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast oml
samples.
Terracon Rep.: Michael W. Whyman Started: 0800
Reported To: Finished: 1230
Contractor: Lacy Construction
Report Distribution:
(1) City ol'Coppell Tx (1) City ol'Coppell TX Reviewed By:
(1) City o1'Coppe11'1'x (2) Halff Assoc Inc Er J. r7le
(1) Lacy Consiruction (1) PacTrust Pacific Realty Associates LP Senior Proj
ve strength
md, P.E.
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.
Ctuunn. s- , 1 -on. Rey.., Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
3e:
Report Number: 94091 19.0086
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCS01 -1504
Supplier: Redi -Mix
Batch Time: 1334 Plant: 259
Truck No.: 1350 Ticket No.: 25161040
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (1 7 ):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
4 1/2 3 -5
5.4 3 -6
62
50
149.9
Sample Date: 02/02/10 Sample Time: 1437
Sampled By: Barry Cuble
Weather Conditions: Sunny, breezy
Accumulative Yards: 20 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal): 10
Water Added After (gal): 0
Sample Location: 13' S of N edge and 10' W of E edge
Placement Location: Paving at Bridge approach slab, E side
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength Fracture
No. I D
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi) Type
1 1
6.00
28.27
02/03/10
02/09/10
7
133,920
4,740 2
1 2
6.00
28.27
02/03/10
02/16/10
14
1 3
6.00
28.27
02/03/10
03/02/10
28
1 4
6.00
28.27
02/03/10
03/02/10
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.: Barry Cuble Started: 1200
Reported To: Finished: 1630
Contractor: Lacy Construction
Report Distribution:
(1) City or Coppcl l "1'x (1) City of Coppell TX Reviewed By:
(1) City ol'Cuppcll - rx (2) Halff Assoc Inc Eric F Cli6veland, P.E.
(1) Lacy Consnuciion (1) PacTrust Pacific Realty Associates LP Senior Project 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.
CRO00 I.._2 1 -09. Rev-, Page 1 of 1