ST0701-LR100422CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 94091193.0136
Service Date: 04/12/10 8901 Carpenter Frwy.
Report Date: 04/22/10 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Malvin Coppell Road to Grapevine Creels
PO Box 9478 Coppell, TX
Coppell, TX 7501.9
Project Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCCOG504
Supplier:
Redi -Mix
Batch Time:
1345
Truck No.:
1190
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Plant: 136
Ticket No.: 25185033
Result Specification
4 3 -5
5.0 3 -6
85
89
147.5
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
04/13/10
1 2
6.00
28.27
04/13/10
1 3
6.00
28.27
04/13/10
1 4
6.00
28.27
04/13/10
Sample Information
Sample Date:
04/12/10 Sample Time:
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
6 Batch Size (cy):
Placement Method:
Direct Discharge
Water Added Before (gal):0
28
Water Added After (gal):
0
Sample Location:
Beam #2
Placement Location:
Bridge, westbound
Age at Maximum
Date
Test Load
Tested
(days) (lbs)
04/19/10
7 115,090
04/26/10
14
05110110
28
05110110
28
1435
Compressive
Strength Fracture
(psi) Type
4,070 4
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.: Francisco J. Morillo Started: 1230
Reported To: Finished: 1500
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell Tx (1) City of Coppell TX Reviewed By:
(1) City of Coppell 'fx (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTnist 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.
Ciunuu. 5-21-09 Rev.3 Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0138 Irerracon
Service Date: 04/13/10 8901 Carpenter Frwy.
Report Date: 04/22/10 Dallas, TX 75247
214 -630 -1010 Reg No: F -32
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:
DCCOG504
Supplier:
Redi -Mix
Batch Time:
1400 Plant: 259
Truck No.:
1371 Ticket No.: 25185619
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Writ Wt. (pct):
Result Specification
4 3 -5
5.0 3 -6
92
89
147.0
Laboratory Test Data
Set Specimen
Diameter
Area
No. ID
(in)
(sq in)
1 1
6.00
28.27
1 2
6.00
28.27
1 3
6.00
28.27
1 4
6.00
28.27
Age at
Date
Date
Test
Received
Tested
(days)
04/14/10
04/20/10
7
04/14/10
04/27/10
14
04/14/10
05111110
28
04/14/10
05111110
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(Psi) Type
106,380
3,760 4
Comments:
Samples Made By: Teri-aeon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and c compressive strer
samples.
Terracon Rep.: Francisco J. Morillo Started: 1230
Reported To: Superintendent Finished: 1630
Contractor: Lacy Construction
Report Distribution:
(I) City or Coppell 'rx (1) City of Coppel I TX Reviewed By:
(1) City of Coppell Tx (2) f-falff Assoc Inc rl leveland, P.E.
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior roject Manager
Test Methods: ASTM C" 1, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
Sample Date:
04/13/10 Sample Time: 1525
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Beam #3
Placement Location:
Bridge, westbound
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 1, s- , t -oe, Rey,., Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091194.0070
Service Date: 04/13/10 8901 Carpenter Frwy.
Report Date: 04/22/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PaCTrUSt Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek to Beltline Road
15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX
Portland, OR 97224
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
04/13/10 Sample Time:
1445
Sampled By:
Julio R. Perez
Mix ID: 1701
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
10 Batch Size (cy):
10
Batch Time: 1328
Plant:
6
Placement Method:
Direct Discharge
Truck No.: 9113
Ticket No.: 6368698
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location:
Line C at Sta. 0 +00
Test
Result
Specification
Placement Location:
Manhole, 81 ft. S of Southwestern
Slump (in):
2
1 -3
Boulevard on Belt Line Road
Air Content
3.4
3 -6
Concrete Temp. (F):
95
Ambient Temp. (F):
90
Plastic Unit Wt. (pcf):
149.6
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
04/14/10
04/20/10 7
139,390 4,930
2
l 2
6.00
28.27
04/14/10
04/27/10 14
1 3
6.00
28.27
04/14/10
05111110 28
1 4
6.00
28.27
04/14/10
05111110 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive trer.
samples.
Terracon Rep.: Julio R. Perez Started: 1400
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) I-Ialff Assoc Inc Eric . Cle land, P.E.
(1) Lacy Construction Senior Proje t 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 forthe 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.
CR000 1, 5- 21-09, Revs Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0073 Irerracon
Service Date: 04/14/10 8901 Carpenter Frwy.
Report Date: 04/22/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrUSt Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creels to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
04/14/10 Sample Time:
1240
Sampled By:
Julio R. Perez
Mix ID: 1701
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
4.5 Batch Size (cy):
4.5
Batch Time: 1 138
Plant:
6
Placement Method:
Direct Discharge
Truck No.: 1 1 12
Ticket No.:
6368774
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 2 +45
Test
Result
Specification
Placement Location:
Inlet Wall, northbound Southwestern
Slump (in):
4
3 -5
Boulevard
Air Content ( %):
4.4
3 -6
Concrete Temp. (F):
89
Ambient Temp. (F):
90
Plastic Unit Wt. (pcf):
146.8
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
1 1
6.00
28.27
04/15/10
04/21/10 7
109,590 3,880
2
1 2
6.00
28.27
04/15/10
04/28/10 14
1 3
6.00
28.27
04/15/10
05/12/10 28
1 4
6.00
28.27
04/15/10
05/12/10 28
Comments:
Samples Made 6y: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required fie
samples.
Terracon Rep.: Julio R. Perez Started: 1100
Reported To: Finished: 1400
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By:
(1) Cily ol'Coppell TX (2) 1-lalff Assoc Inc
(1) Lacy Construction
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 s- 21 -09, Rev., Page I of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 9409
Service Date: 04/07/10 8901 Carpenter Frwy.
Report Date: 04/22/10 Revision I 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 Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCCOG504
Supplier:
Redi -Mix
Batch Time:
1429
Truck No.:
1187
Plant: 136
Ticket No.: 25182785
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
5 3 -5
4.0 3 -6
81
83
145.0
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Sample Date:
04/07/10 Sample Time: 1535
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
7 Batch Size (cy): 7
Placement Method:
Direct Discharge
Water Added Before (gal):0
Load
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Bridge Beam #1, westbound
Comments
Samples Made By: Terracon
Services:
Obtain samples of fresh concrete at the placement locations, perform required fie]
Age at
Maximum
Compressive
Francisco J. Morillo Started: 1400
Area
Date
Date
Test
Load
Strength
Fracture
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
28.27
04/09/10
04/14/10
7
117,150
4,140
2
28.27
04/09/10
04/21/10
14
124,300
4,400
2
28.27
04/09/10
05105110
28
28.27
04/09/10
05/05/10
28
Comments
Samples Made By: Terracon
Services:
Obtain samples of fresh concrete at the placement locations, perform required fie]
samples.
Terracon Rep.:
Francisco J. Morillo Started: 1400
Reported To:
Superintendent Finished: 1630
Contractor:
Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX
(1) City of Coppell TX
(1) City of Coppell TX
(2) Halff Assoc Inc
(I) Lacy Constnwtion
(1) PacTnist 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.
Page 1 of I
CR0001, 5-21-09, Rev.3