ST0701-LR100622CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0110 Irerracon
Service Date: 06/07/10 8901 Carpenter Frwy.
Report Date: 06/22/10 Revision 1 - 14 -day results Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creels to Beltline Road
15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX
Portland, OR 97224
Project Number: 94091194
Material Information Sample Information
Specified Strength: 3,000
psi @
28 days
Sample Date:
06/07/10 Sample Time:
1035
Sampled By:
Francisco J. Morillo
Mix ID: 1261
Weather Conditions:
Cloudy
Supplier: Lattimore
Accumulative Yards:
10 Batch Size (cy):
10
Batch Time: 0925
Plant:
3
Placement Method:
Direct Discharge
Truck No.: 5016
Ticket No.: 3277433
Water Added Before (gal):20
Water Added After (gal):
0
Field Test Data
Sample Location:
Howell Drive and Southwestern Blvd.
Test
Result
Specification
Placement Location:
Sidewalk at E corner of Howell Drive
Slump (in):
5 1/2
3 -5
and Southwestern Blvd.
Air Content ( %):
4.0
3 -6
Concrete Temp. (F):
91
Ambient Temp. (F):
86
Plastic Unit Wt. (pcf):
144.5
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
06/08/10
06/14/10 7
78,960 2,790
5
1 2
6.00
28.27
06/08/10
06/21/10 14
95,890 3,390
4
1 3
6.00
28.27
06/08/10
07/05/10 28
1 4
6.00
28.27
06/08/10
07/05/10 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: 093(
Reported To: Superintendent Finished: 120(
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust 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.
CROOn1, 4- 28-10, Rev.4 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0105 1 reamracon
Service Date: 05/25/10 8901 Carpenter Frwy.
Report Date: 06/22/10 Revision 2 - 28 -day results 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 Plant: 7
Truck No.: 255 Ticket No.: 7217220
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1/2 3 -5
3.8 3 -6
92
78
147.8
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
1
5
6.00
28.27
05/26/10
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
164,840
Southwestern Boulevard, Sta. 17 +58 to
4
Sta. 18 +10
Age at Maximum Compressive
Date
Test
Load
Strength
Fracture
Tested
(days)
(lbs)
(psi)
Type
05/26/10
1
129,740
4,590
5
06/01/10
7
164,840
5,830
4
06/08/10
14
175,120
6,190
4
06/22/10
28
187,140
6,620
2
06/22/10
28
184,750
6,530
2
Average (28 days)
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 fie
samples.
Terracon Rep.: Juan Lopez Started: 060(
Reported To: Finished: 103(
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
(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- 28-10, Rev.4 Page I of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0106 Irerragcon
Service Date: 05/25/10 8901 Carpenter Frwy.
Report Date: 06/22/10 Revision 2 - 28 -day results 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
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Portland, OR 97224
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. (pcf):
Result Specification
33/4 3 -5
4.5 3 -6
89
80
145.5
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
Area
Date
(sq in)
Received
28.27
05/26/10
28.27
05/26/10
28.27
05/26/10
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
121,960
Sta. 0 +68 to Sta. 1 +90; Concrete Drive
5
Approach on Southwestern Boulevard
28
at Sta. 15 +85 and Sta. 15 +00;
4,700
Pavement, E half on Howell Drive at
06/22/10
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
132,770
4,700
2
06/22/10
28
135,340
4,790
2
Average (28 days) 4,750
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
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
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 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0106 Irerracon
Service Date: 05/25/10 8901 Carpenter Frwy.
Report Date: 06/22/10 Revision 2 - 28 -day results 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 (cy): 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. (pcf):
145.5
Pavement, E half on Howell Drive at
Sta. 14 +3 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
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
127,730 4,520 2
2 4
6.00
28.27
05/26/10
06/22/10 28
130,980 4,630 2
Average (28 days) 4,580
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 compres
samples.
Terracon Rep.: Juan Lopez
Reported To:
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Eri . Glevel
(1) Lacy Construction Senior Project
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.a Page 2 of 2