ST0701-LR100610CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0171 irlerracon
Service Date: 05/12/10 8901 Carpenter Frwy.
Report Date: 06/10/10 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 Creek
Coppell, TX
Project Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCSOHSO4
Supplier:
Redi -Mix
Batch Time:
1138 Plant: 259
Truck No.:
1349 Ticket No.: 25199113
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
3 1/2 3 -5
5.0 3 -6
76
82
148.6
Laboratory Test Data
Sample Information
Sample Date:
05/12/10 Sample Time:
Sampled By:
Tirek Driver
Weather Conditions:
Sunny
Accumulative Yards:
10 Batch Size (cy):
Placement Method:
Direct Discharge
Water Added Before (gal):0
6.00
Water Added After (gal):
0
1215
10
Sample Location: East end of bridge
Placement Location: Bridge Deck Sidewalk, Southwestern
Boulevard
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
05/13/10
05/19/10
1 2
6.00
28.27
05/13/10
05/26/10
1 3
6.00
28.27
05/13/10
06/09/10
1 4
6.00
28.27
05/13/10
06/09/10
Age at
Maximum
Test
Load
(days)
(lbs)
7
114,170
14
129,230
28
135,930
28
136,000
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
4,040
4
4,570
2
4,810
4
4,810
4
4,810
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.: Tirek Driver Started: 1130
Reported To: Finished: 1330
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 Eric J. Clevela d P.E.
(1) Lacy Construction (1) PacTnist 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.
CROOO1, 4- 28-10, Rev.4 Page 1 of 1
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
Sample Date:
05/26/10 Sample Time:
1310
Sampled By:
Julio R. Perez
Mix ID: DCSOHSO4
Weather Conditions:
Sunny
Supplier: Redi -Mix
Accumulative Yards:
5 Batch Size (cy):
5
Batch Time: 1218
Plant:
259
Placement Method:
Direct Discharge
Truck No.: 1349
Ticket No.: 25204974
Water Added Before (gal): 15
Water Added After (gal):
0
Field Test Data
Sample Location:
T E of W end of bridge
Test
Result
Specification
Placement Location:
Bridge Rail - West Bound
Slump (in):
4
3 -5
Air Content ( %):
3.7
3 -6
Concrete Temp. (F):
93
Ambient Temp. (F):
87
Plastic Unit Wt. (pef):
151.2
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
05/27/10
06/02/10 7
127,830 4,520
4
1 2
6.00
28.27
05/27/10
06/09/10 14
135,230 4,780
4
1 3
6.00
28.27
05/27/10
06/23/10 28
1 4
6.00
28.27
05/27/10
06/23/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and
samples.
Teri-aeon Rep.: Julio R. Perez Started: 1200
Reported To: Finished: 1500
Contractor: Lacy Construction
Report Distribution:
(I) City of Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Constniction (1) PacTrust Pacific Realty Associates LP S
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- 28-10, Rev.4 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0094 Irerracon
Service Date: 05/12/10 8901 Carpenter Frwy.
Report Date: 06/10/10 Revision 2 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:
05/12/10
Sample Time:
0735
Sampled By:
Tirek Driver
Mix ID:
Weather Conditions:
Cloudy, windy
Supplier:
Accumulative Yards:
10
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:
272 Southwestern Boulevard
Test
Result
Specification
Placement Location:
Driveways, Southwestern Boulevard
Slump (in):
3 1/2
3 -5
Air Content ( %):
4.5
3 -6
Concrete Temp. (F):
76
Ambient Temp. (F):
80
Plastic Unit Wt. (pcf):
152.2
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 05/13/10
05115110 3
111,600
3,950
4
1 2
6.00
28.27 05/13/10
05/19/10 7
130,660
4,620
4
1 3
6.00
28.27 05/13/10
05/26/10 14
136,160
4,820
2
1 4
6.00
28.27 05/13/10
06/09/10 28
148,360
5,250
2
1 5
6.00
28.27 05/13/10
06/09/10 28
153,960
5,450
2
Average (28 days)
5,350
Comments: 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.: Tirek Driver Started: 0600
Reported To: Finished: 1130
Contractor: Lacy Construction
Report Distribution:
(1) PacTrusl 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.
CROaoI, 4- 28-10, Rev.a Page I of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0094 Irerracon
Service Date: 05/12/10 8901 Carpenter Frwy.
Report Date: 06/10/10 Revision 2 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:
05/12/10
Sample Time:
0940
Sampled By:
Tirelc Driver
Mix ID:
Weather Conditions:
Clear
Supplier:
Accumulative Yards:
110
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:
Right Lane, corner of Howell
Test
Result
Specification
Placement Location:
Driveways,
Southwestern Boulevard
Slump (in):
3
3 -5
Air Content ( %):
5.0
3 -6
Concrete Temp. (F):
78
Ambient Temp. (F):
82
Plastic Unit Wt. (pcf):
150.6
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
2 1
6.00
28.27 05/13/10
05115110 3
124,090
4,390
4
2 2
6.00
28.27 05/13/10
05/19/10 7
146,790
5,190
4
2 3
6.00
28.27 05/13/10
05/26/10 14
149,390
5,280
2
2 4
6.00
28.27 05/13/10
06/09/10 28
152,730
5,400
2
2 5
6.00
28.27 05113110
06/09/10 28
157,580
5,570
4
Average (28 days)
5,490
Comments: 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.: Tirelc Driver Started: 060(
Reported To: Finished: 113(
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTnist Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(I ) 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, 4.28. 10, Rev.4 Page 2 of 2
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0105 Irerracon
Service Date: 05/25/10 8901 Carpenter Frwy.
Report Date: 06/10/10 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:
9131
Supplier:
Lattimore
Batch Time:
0636
Truck No.:
255
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Plant: 7
Ticket No.: 7217220
Result Specification
3 1/2 3 -5
3.8 3 -6
92
78
147.8
Sample Date: 05/25/10 Sample Time: 0715
Sampled By: Juan Lopez
Weather Conditions: Cloudy, mild winds
Accumulative Yards: 10 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):5
Water Added After (gal): 0
Sample Location: Pavement at approach, Sta. 17 +65
Placement Location: E half of approach at Bullock Drive and
Southwestern Boulevard, Sta. 17 +58 to
Sta. 18 +10
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
05/26/10
05/26/10
1
129,740
4,590
5
1 2
6.00
28.27
05/26/10
06/01/10
7
164,840
5,830
4
1 3
6.00
28.27
05/26/10
06/08/10
14
175,120
6,190
4
1 4
6.00
28.27
05/26/10
06/22/10
28
1 5
6.00
28.27
05/26/10
06/22/10
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fi concrete at the placement locations, perform required fie.
samples.
Terracon Rep.: Juan Lopez Started: 060(
Reported To: Finished: 103(
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) PacTnist Pacific Realty Associates LP (1) City of Coppell TX y'
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Constniction
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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0106 Irerracon
Service Date: 05/25/10 8901 Carpenter Frwy.
Report Date: 06/10/10 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: 1701
Supplier: Lattimore
Batch Time: 0725 Plant: 7
Truck No.: 3012 Ticket No.: 7217225
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
33/4 3 -5
4.5 3 -6
89
80
145.5
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
05/26/10
1 2
6.00
28.27
05/26/10
1 3
6.00
28.27
05/26/10
1 4
6.00
28.27
05/26/10
Sample Date:
05/25/10 Sample Time: 0801
Sampled By:
Juan Lopez
Weather Conditions:
Cloudy
Accumulative Yards:
30 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Bullock Drive, east half, Sta. 1 +00
Placement Location:
Pavement, E half on Bullock Drive at
Sta. 0 +68 to Sta. 1 +90; Concrete Drive
Approach on Southwestern Boulevard
at Sta. 15 +85 and Sta. 15 +00;
Pavement, E half on Howell Drive at
Sta. 14 +30
Age at Maximum Compressive
Date Test
Load
Strength
Fracture
Tested (days)
(lbs)
(psi)
Type
06/01/10 7
110,380
3,900
4
06/08/10 14
121,960
4,310
5
06/22/10 28
06/22/10 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.: Juan Lopez
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) PacTnlst Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Constniction
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.
CRON 1, 4.28 -10, Rev.4 Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0106 Irerracon
Service Date: 05/25/10 8901 Carpenter Frwy.
Report Date: 06/10/10 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:
05/25/10 Sample Time: 0937
Sampled By:
Juan Lopez
Mix ID: 1701
Weather Conditions:
Cloudy, mild winds
Supplier: Lattimore
Accumulative Yards:
120 Batch Size (ey): 10
Batch Time: 0847
Plant:
7
Placement Method:
Direct Discharge
Truck No.: 7060
Ticket No.:
7217233
Water Added Before (gal):5
Water Added After (gal):
0
Field Test Data
Sample Location:
Southwestern Boulevard, Sta. 15 +05 at
Test
Result
Specification
drive
Slump (in):
41/2
3 -5
Placement Location:
Pavement, E half on Bullock Drive at
Air Content ( %):
4.5
3 -6
Sta. 0 +68 to Sta. 1 +90; Concrete Drive
Concrete Temp. (F):
89
Approach on Southwestern Boulevard
Ambient Temp. (F):
82
at Sta. 15 +85 and Sta. 15 +00;
Plastic Unit Wt. (pef):
145.5
Pavement, E half on Howell Drive at
Sta. 14 +30
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
2 1
6.00
28.27 05/26/10
06/01/10 7
105,520 3,730 4
2 2
6.00
28.27 05/26/10
06/08/10 14
116,680 4,130 4
2 3
6.00
28.27 05/26/10
06/22/10 28
2 4
6.00
28.27 05/26/10
06/22/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie.
samples.
Terracon Rep.: Juan Lopez
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc
(l) Lacy Constniction
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 2 of 2
Senior Project Manager