ST0701-LR100525CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0090 Irerracon
Service Date: 05110110 8901 Carpenter Frwy.
Report Date: 05/25/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
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:
Supplier:
Batch Time:
Truck No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Plant:
Ticket No.:
Result
3
5.0
75
69
147.6
Sample Date: 05110110 Sample Time: 0715
Sampled By: Tirek Driver
Weather Conditions: Cloudy
Accumulative Yards: 10 Batch Size (cy): 10
Placement Method: Conveyor
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: V E of Belt Line Road
Specification Placement Location: Southwestern Boulevard from W
1 -3 entrance to elementary school to Belt
3 -6 Line Road
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
05111110
05/13/10
3
108,760
3,850
4
1
2
6.00
28.27
05111110
05/17/10
7
143,890
5,090
5
1
3
6.00
28.27
05111110
05/24/10
14
148,500
5,250
2
1
4
6.00
28.27
05111110
06/07/10
28
1
5
6.00
28.27
05111110
06/07/10
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.: Tirek Driver Started: 0600
Reported To: Finished: 1430
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
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- 2e -10, Rev.4 Pagel of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0090 Irerracon
Service Date: 05110110 8901 Carpenter Frwy.
Report Date: 05/25/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
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:
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):
Result Specification
2 1 -3
5.0 3 -6
77
72
149.0
Sample Date:
05110110 Sample Time: 1115
Sampled By:
Tirek Driver
Weather Conditions:
Cloudy
Accumulative Wards:
110 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):0
Tested
Water Added After (gal):
0
Sample Location:
VW of W entrance
Placement Location:
Southwestern Boulevard from W
2
entrance to elementary school to Belt
6.00
Line Road
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
2
1
6.00
28.27
05111110
05/13/10
2
2
6.00
28.27
05111110
05/17/10
2
3
6.00
28.27
05111110
05/24/10
2
4
6.00
28.27
05111110
06/07/10
2
5
6.00
28.27
05111110
06/07/10
Age at Maximum Compressive
Test
Load
Strength
Fracture
(days)
(lbs)
(psi)
Type
3
115,180
4,070
4
7
163,590
5,790
5
14
169,960
6,010
2
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.: Tirek Driver Started: 0600
Reported To: Finished: 1430
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
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.a Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0090 Irerracon
Service Date: 05110110 8901 Carpenter Frwy.
Report Date: 05/25/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05110110
Sample Time: 1330
Sampled By:
Tirek Driver
Mix ED:
Weather Conditions:
Cloudy
Supplier:
Accumulative Yards:
210
Batch Size (cy): 10
Batch Time:
Plant:
Placement Method:
Conveyor
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Corner of Bullock and Southwestern
Test
Result
Specification
Boulevard
Slump (in):
21/2
1 -3
Placement Location:
Southwestern Boulevard from W
Air Content ( %):
4.5
3 -6
entrance to
elementary school to Belt
Concrete Temp. (F):
78
Line Road
Ambient Temp. (F):
76
Plastic Unit Wt. (pef):
151.0
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 05111110
05/13/10 3
109,150
3,860 4
3 2
6.00
28.27 05111110
05/17/10 7
139,860
4,950 5
3 3
6.00
28.27 05111110
05/24/10 14
153,870
5,440 2
3 4
6.00
28.27 05111110
06/07/10 28
3 5
6.00
28.27 05111110
06/07/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and st coppressiva strength
samples.
Terracon Rep.: Tirek Driver Started: 0600
Reported To: Finished: 1430
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTNst Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc r' J. eveland, P.E.
(1) Lacy Construction Senior Iroject 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.
CROOOI, 4. 26.10, Rev.4 Page 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0096 Irerracon
Service Date: 05/17/10 8901 Carpenter Frwy.
Report Date: 05/25/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 SOtlthwest 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
Sample Date:
05/17/10 Sample Time:
1400
Sampled By:
Jesus Rojas
Mix 1D: 1701
Weather Conditions:
Cloudy
Supplier: Lattimore
Accumulative Yards:
6.5 Batch Size (cy):
6.5
Batch Time: 1341
Plant:
07
Placement Method:
Direct Discharge
Truck No.: 5024
Ticket No.:
7217039
Water Added Before (gal): 10
Water Added After (gal):
0
Field Test Data
Sample Location:
See Placement Location
Test
Result
Specification
Placement Location:
Manhole Tops, Sta. 28 +75 and Sta.
Slump (in):
4
3 -5
27 +24
Air Content ( %):
4.0
3 -6
Concrete Temp. (F):
90
Ambient Temp. (F):
88
Plastic Unit Wt. (pct):
142.2
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
05/18/10
05/24/10 7
108,850 3,850
2
1 2
6.00
28.27
05/18/10
05/31/10 14
1 3
6.00
28.27
05/18/10
06/14/10 28
1 4
6.00
28.27
05/18/10
06/14/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required fie
samples.
Terracon Rep.: Jesus Rojas Started: 130(
Reported To: Finished: 153(
Contractor: Lacy Construction
Report Distribution:
(1) PneT111SI Pacific Rcalty Associates LP (1) City of Coppell TX Reviewed By:
( I ) City of Coppell TX (2) Flalff Assoc Inc
(1) Lacy Consu'uclion
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.
CRnuoi,.i -as -w. Ro-A Page l of 1
Senior Project Manager
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1341
Truck No.:
5024
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Plant: 07
Ticket No.: 7217039
Result Specification
4 3 -5
4.0 3 -6
90
88
142.2
Laboratory Test Data
Sample Information
Sample Date:
05/17/10 Sample Time: 1400
Sampled By:
Jesus Rojas
Weather Conditions:
Cloudy
Accumulative Yards:
6.5 Batch Size (cy): 6.5
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Manhole Tops, Sta. 28 +75 and Sta.
1
27 +24
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
1
1
6.00
28.27
05118110
05/24/10
1
2
6.00
28.27
05/18/10
05/31/10
1
3
6.00
28.27
05/18/10
06/14/10
1
4
6.00
28.27
05/18/10
06/14/10
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(lbs)
(psi) Type
7
108,850
3,850 2
14
120,050
4,250 2
28
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and st m res ' e strength
samples.
Terracon Rep.: Jesus Rojas Started: 1300
Reported To: Finished: 1530
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City ofCoppell TX (2) HalffAssoc Inc E ' J. eveland, P.E.
Senior Project Manager
(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.
CROO°1, 4- 28-I0, Rev.a Page 1 of 1