ST0701-LR100602Specified Strength: 4,000 psi @
28 days
Sample Date:
05/04/10
Sample Time:
1250
Sampled By:
Jesus Rojas
Mix ID: DCSOHSO4
Weather Conditions:
Clear
Supplier: Redi -Mix
Accumulative Yards:
10
Batch Size (cy):
10
Batch Time: 1222
Plant:
136
Placement Method:
Direct Discharge
Truck No.: 1193
Ticket No.: 25194706
Water Added Before (gal): 10
Water Added After (gal): 0
Field Test Data
Sample Location:
Bridge approach
Test
Result
Specification
Placement Location:
W Bridge Approach, westbound lane
Slump (in):
5
3 -5
Air Content ( %):
4.5
3 -6
Concrete Temp. (F):
82
Ambient Temp. (F):
75
Plastic Unit Wt. (pcf):
148.2
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
05105110
05111110 7
116,470
4,120
5
1 2
6.00
28.27
05105110
05/18/10 14
124,990
4,420
5
1 3
6.00
28.27
05105110
06/01/10 28
144,880
5,120
4
1 4
6.00
28.27
05105110
06/01/10 28
141,870
5,020
4
Average (28 days)
5,070
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.: Jesus Rojas Started: 1100
Reported To: Finished: 1330
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 Eric J. Clev and, P.E.
(1) Lacy Construction (1) PacTrust 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.
CR0001, 4- 28-10, Rev.a Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0098 Irerracon
Service Date: 05/18/10 8901 Carpenter Frwy.
Report Date: 06/02/10 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:
05/18/10 Sample Time:
1452
Sampled By:
Juan Lopez
Mix ID: 1701
Weather Conditions:
Sunny, mild winds
Supplier: Lattimore
Accumulative Yards:
10 Batch Size (cy):
10
Batch Time: 1332
Plant:
3
Placement Method:
Direct Discharge
Truck No.: 1074
Ticket No.:
3276872
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Inlet, Sta. 2 +38
Test
Result
Specification
Placement Location:
Inlets on Southwestern Boulevard at
Slump (in):
33/4
3 -5
Sta. 2 +38 and Sta. 0 +43
Air Content ( %):
3.1
3 -6
Concrete Temp. (F):
87
Ambient Temp. (F):
85
Plastic Unit Wt. (pcf):
143.5
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
05/19/10
05/25/10 7
109,130 3,860
4
1 2
6.00
28.27
05/19/10
06/01/10 14
124,260 4,400
4
1 3
6.00
28.27
05/19/10
06/15/10 28
1 4
6.00
28.27
05/19/10
06/15/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Juan Lopez Started: 140(
Reported To: Finished: 170(
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) HalffAssoe 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.
C110001, 4- 28 -10, Rev.4 Page 1 of I
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0105 Irerracan
Service Date: 05/25/10 8901 Carpenter Frwy.
Report Date: 06/02/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PaCTfUSt PacitiC 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: 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. (pct):
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
Area
Water Added After (gal):
0
Sample Location:
Pavement at approach, Sta. 17 +65
Placement Location:
E half of approach at Bullock Drive and
No. ID
Southwestern Boulevard, Sta. 17 +58 to
(sq in)
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
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 fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Juan Lopez Started: 060(
Reported To: Finished: 103(
Contractor: Lacy Construction
Report Distribution:
(1) PacTrusl Pacific Realty Associales LI' (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 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.
CRa00 1, 4- 28-10, Rev.4 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0106 Irerracon
Service Date: 05 /25/10 8901 Carpenter Frwy.
Report Date: 06/02/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15' 50 SOUth\\'eSt Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Projec Number: 94091194
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
0725
Truck No.:
3012
Plant: 7
Ticket No.: 7217225
Field Test Data
Test
Slump (in):
Air Content (`%,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct)
Result Specification
3 3/4 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 Information
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
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) 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.
t Ruou 1, .i -?s -w, tt . -t Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Report Number: 94091194.0106
Service Date: 05/25/10 8901 Carpenter Frwy.
Report Date: 06/02/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PaCTRISt 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: 4,000 psi @ 28 days
Mix 1D: 1701
Supplier: Lattimore
Batch Time: 0847 Plant: 7
Truck No.: 7060 Ticket No.: 7217233
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
41/2 3 -5
4.5 3 -6
89
82
145.5
Sample Date:
05/25/10 Sample Time: 0937
Sampled By:
Juan Lopez
Weather Conditions:
Cloudy, mild winds
Accumulative Yards:
120 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):5
Date
Water Added After (gal):
0
Sample Location:
Southwestern Boulevard, Sta. 15 +05 at
No. ID
drive
Placement Location:
Pavement, E half on Bullock Drive at
Tested
Sta. 0 +68 to Sta. 1 +90; Concrete Drive
(lbs)
Approach on Southwestern Boulevard
2 1
at Sta. 15 +85 and Sta. 15 +00;
28.27
Pavement, E half on Howell Drive at
06/01/10
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
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 location4 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 Reviewed By:
(I) City of coppen'fx (2) I-Ialff 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.
CROUO1,- t- 2x -lo, Rev"i Page 2 of 2
Specified Strength: 4,000 psi @
28 days
Sample Date:
05/04/10
Sample Time:
1250
Sampled By:
Jesus Rojas
Mix ID: DCSOHSO4
Weather Conditions:
Clear
Supplier: Redi -Mix
Accumulative Yards:
10
Batch Size (cy):
10
Batch Time: 1222
Plant:
136
Placement Method:
Direct Discharge
Truck No.: 1193
Ticket No.: 25194706
Water Added Before (gal): 10
Water Added After (gal): 0
Field Test Data
Sample Location:
Bridge approach
Test
Result
Specification
Placement Location:
W Bridge Approach, westbound lane
Slump (in):
5
3 -5
Air Content ( %):
4.5
3 -6
Concrete Temp. (F):
82
Ambient Temp. (F):
75
Plastic Unit Wt. (pcf):
148.2
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
05105110
05111110 7
116,470
4,120
5
1 2
6.00
28.27
05105110
05/18/10 14
124,990
4,420
5
1 3
6.00
28.27
05105110
06/01/10 28
144,880
5,120
4
1 4
6.00
28.27
05105110
06/01/10 28
141,870
5,020
4
Average (28 days)
5,070
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.: Jesus Rojas Started: 1100
Reported To: Finished: 1330
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 Eric J. Clev and, P.E.
(1) Lacy Construction (1) PacTrust 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.
CR0001, 4- 28-10, Rev.a Page I of I