ST0701-LR100617CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0173 1 5� r rac on
Service Date: 05/19/10 8901 Carpenter Frwy.
Report Date: 06/17/10 Revision 2 - 28 -day results 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
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCSOHSO4
Supplier:
Redi -Mix
Batch Time:
0956 Plant: 136
Truck No.:
1 191 Ticket No.: 25201571
Field Test Data
Test
Slump (in):
Air Content (
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
5 1/2 3 -5
5.0 3 -6
88
85
146.0
Laboratory Test Data
Set Specimen
No. ID
Diameter Area
(in)
(sq in)
6.00
28 77
6.00
28.27
6.00
28.27
6.00
28.27
Sample Information
Sample Date: 05/19/10 Sample Time: 1030
Sampled By: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 5 Batch Size (cy): 5
Placement Method: Crane /Bucket
Water Added Before (gal):5
Water Added After (gal): 0
Sample Location: Guard Rail
Placement Location: Bridge - westbound Lane Guard Rail,
west side span
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
05/20/10
05/26/10
7
117,390
05/20/10
06/02/10
14
125,460
05/20/10
06/16/10
28
135,420
05/20/10
06/16/10
28
137,860
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
4,150
4
4,440
4
4,790
2
4,880
2
4,840
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.: Jose A. Martinez Started: 0900
Reported To: Finished: 1200
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) I-1alITAssoc Inc Eric J. Cleveland, P.E.
(1) Lacy Constniction (1) PacTrust Pacific Realty 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.
CR0001, 4- 28- Rev.4 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0174 Irerracan
Service Date: 05/20/10 8901 Carpenter Frwy.
Report Date: 06/17/10 Revision 2 - 28 -day results 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
ect Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCSOHSO4
Supplier: Redi -Mix
Batch Time: 1233 Plant: 259
Truck No.: 1383 Ticket No.: 25202205
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
41/2 3 -5
4.1 3 -6
93
85
144.5
Sample Information
Sample Date:
05/20/10 Sample Time: 1318
Sampled By:
Juan Lopez
Weather Conditions:
Cloudy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Bucket
Water Added Before (gal): 10
Water Added After (gal):
0
Sample Location:
53' from W end, bottom half
Placement Location:
Westbound Concrete Rail at
Strength
Southwestern Bridge, 45'- 91' from W
No.
end
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
05/21/10
05/27/10
7
105,010
3,710
2
1
2
6.00
28.27
05/21/10
06/03/10
14
122,960
4,350
2
1
3
6.00
28.27
05/21/10
06/17/10
28
128,620
4,550
2
1
4
6.00
28.27
05/21/10
06/17/10
28
131,600
4,650
2
Average (28 days)
4,600
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 fie.
samples.
Terracon Rep.: Juan Lopez Started: 110(
Reported To: Finished: 133(
Contractor: Lacy Construction
Report Distribution:
(l) City of Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy 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.
CROOO1, 4- 28-10, RevA Page 1 of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091194.0099
Service Date: 05/19/10 8901 Carpenter Frwy.
Report Date: 06/17/10 Revision 2 - 28 -day results 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 Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1327 Plant: 7
Truck No.: 5030 Ticket No.: 7217096
Field Test Data
Test
Slump (in):
Air Content (
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (peo:
Result Specification
3 1/2 3 -5
4.0 3 -6
90
82
148.8
Sample Date:
05/19/10 Sample Time: 1410
Sampled By:
Julio R. Perez
Weather Conditions:
Partly cloudy
Accumulative Yards:
3.5 Batch Size (cy): 3.5
Placement Method:
Direct Discharge
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
45' S of Bullock Street on Southwestern
Strength
Boulevard
Placement Location:
Inlet Top
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
05/20/10
05/26/10
7
113,000
4,000
4
1 2
6.00
28.27
05/20/10
06/02/10
14
121,380
4,290
4
1 3
6.00
28.27
05/20/10
06/16/10
28
146,100
5,170
2
1 4
6.00
28.27
05/20/10
06/16/10
28
144,790
5,120
2
Average
(28 days)
5,150
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 s - en
samples.
Terracon Rep.: Julio R. Perez Started: 1400
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) PacTrist Pacific Realty Associates LP (1) City ofCoppell TX Reviewed By:
(1) City ofCoppell TX (2) Hall7'Assoc Inc Eric J. Cl veland, P.E.
(1) Lacy Constriction Senior Pr 'eet 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.
CRaoot, 4.28 -10, Rev.4 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0101 Irerracon
Service Date: 05/20/10 8901 Carpenter Frwy.
Report Date: 06/17/10 Revision 2 - 28 -day results 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 Creek to Beltline Road
Coppell, TX
ect Number: 94091194
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1250
Truck No.:
7060
Plant: 07
Ticket No.: 7217116
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf)
Result Specification
4 3 -5
4.5 3 -6
96
84
145.2
Sample Information
Sample Date:
05/20/10 Sample Time: 1338
Sampled By:
Juan Lopez
Weather Conditions:
Cloudy
Accumulative Yards:
6.5 Batch Size (cy): 6.5
Placement Method:
Direct Discharge
Water Added Before (gal):5
Water Added After (gal):
0
Sample Location:
Sta. 11 +00
Placement Location:
Inlet Approach on Southwestern
Fracture
Boulevard at Sta. 4 +43 and Sta. 11 +00
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
05/21/10
05/27/10
7
100,470
3,550
4
1
2
6.00
28.27
05/21/10
06/03/10
14
119,630
4,230
4
1
3
6.00
28.27
05/21/10
06/17/10
28
134,010
4,740
2
1
4
6.00
28.27
05/21/10
06/17/10
28
132,290
4,680
4
Average
(28 days)
4,710
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.: Juan Lopez Started: 133(
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction
Finished: 150(
Reviewed By:
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, 4- 28 -10, Rev.4 Page 1 of 1
Senior Project Manager