ST0701-LR100322CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0098
Irerracon
Service Date: 02/19/10 8901 Carpenter Frwy.
Report Date: 03/22/10 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 Creel-,
Coppell, TX
Project Number: 94091193
Material Information
Specified Strength: 4,000 psi @
Mix ID:
DCCOG504
Supplier:
Redi -Mix
Batch Time:
1434
Truck No.:
1184
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf)
Sample Information
28 days Sample Date: 02/19/10 Sample Time:
Sampled By: Barry Cuble
Weather Conditions: Overcast, breezy
Plant:
136
Ticket No.:
25164735
Result
Specification
5 1/4
3 -5
5.2
3 -6
60
28.27
47
148.6
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
ID
(in)
(sq in)
1
1
6.00
28.27
1
2
6.00
28.27
1
3
6.00
28.27
1
4
6.00
28.27
Accumulative Yards: 5 Batch Size (cy):
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: See Placement Location
Placement Location: Bridge Span #3 Rail
1513
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
02/20/10
02/26/10
7
130,640
02/20/10
03/05/10
14
154,040
02/20/10
03/19/10
28
161,090
02/20/10
03/19/10
28
160,400
Average (28 days)
1513
Compressive
Strength
Fracture
(psi)
Type
4,620
4
5,450
2
5,700
2
5,670
2
5,690
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.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) Lacy Construction
Started: 1230
Finished: 1600
(1) City of Coppell TX
(2) HalffAssoc Inc
(1) PacTrust Pacific Realty Associates LP
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, 5- 21 -09, Rev.3 Page 1 of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT I re rrac on
Report Number: 94091 193.01 1 1
Service Date: 03/12/10 8901 Carpenter Frwy.
Report Date: 03/22/10 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
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Lacy
Batch Time: 0810 Plant: On -site
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
5 3 -5
7.5 3 -6
62
54
144.0
Sample Date:
03/12/10 Sample Time: 0825
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
42 Batch Size (cy): 7
Placement Method:
Direct Discharge
Water Added Before (gal):0
Test
Water Added After (gal):
0
Sample Location:
Sta. 7 +00
Placement Location:
Pavement, eastbound Southwestern
1 1
Blvd
Laboratory Test Data
Strength
Fracture
(lbs)
(psi)
Age at
Set Specimen Diameter
3,820
Area
Date
Date
Test
No. ID
(in)
(sq in)
Received
Tested
(days)
1 1
6.00
28.27
03/13/10
03/16/10
4
1 2
6.00
28.27
03/13/10
03/19/10
7
1 3
6.00
28.27
03/13/10
03/26/10
14
1 4
6.00
28.27
03/13/10
04/09/10
28
1 5
6.00
28.27
03/13/10
04/09/10
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
107,990
3,820
5
118,730
4,200
4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and
samples.
Terracon Rep.: Francisco J. Morillo Started: 0630
Reported To: Superintendent Finished: 1000
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppel I TX (1) City of Coppell TX Reviewed By :
com
(1) City of Coppell 'fx (2) HalffAssoc Inc Eric J. Clevel�ad, P.E.
(1) Lacy consillmion (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.
CItunot, 5- 21A11). Ro'.." Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT n4 t
t � �l r �
,,. l e7 hi nn p IP . .i �,'lil ry� 7 ' ' mni ,
1
Report Number: 94091194.0045 G l ,: ii' i . „ 1n, „,wain
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek 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 Sample Date: 03/05/10 Sample Time:
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Lacy Accumulative Yards: Batch Size (cy): 7
Batch Time: Plant: Placement Method: Direct Discharge
Truck No.: Ticket No.: Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 35 +10
Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta.
Slump (in): 2 1 -3 35 +50
Air Content ( %): 5.5 3 -6
Concrete Temp. (F): 52
Ambient Temp. (F): 47
Plastic Unit Wt. (pet): 148.6
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) (Ibs) (psi) Type
1 1 6.00 28.27 03/06/10 03/10/10 5 135,920 4,810 4
1 2 6.00 28.27 03/06/10 03/12/10 7 142,110 5,030 4
1 3 6.00 28.27 03/06/10 03/19/10 14 155,230 5,490 4
1 4 6.00 28.27 03/06/10 04/02/10 28
1 5 6.00 28.27 03/06/10 04/02/10 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.: Jesus Rojas Started: 0630
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(I) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(t) 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.
Page 1 of 8
CR0001, 5.21 -09, Rev .3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT "gyp 4
1 PP M� .PP ' I, PpIIIY , ¶IPN�"�� ■
Report Number: 94091194.0045 ' .:� 4 •
U C
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek 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 Sample Date: 03/05/10 Sample Time:
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Lacy Accumulative Yards: Batch Size (cy): 7
Batch Time: Plant: Placement Method: Direct Discharge
Truck No.: Ticket No.: Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 34 +00
Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta.
Slump (in): 2 1 -3 35 +50
Air Content ( %): 2.8 3 -6
Concrete Temp. (F): 61
Ambient Temp. (F): 50
Plastic Unit Wt. (pcf): 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
2 1 6.00 28.27 03/06/10 03/10/10 5 147,820 5,230 4
2 2 6.00 28.27 03/06/10 03/12/10 7 165,140 5,840 2
2 3 6.00 28.27 03/06/10 03/19/10 14 170,420 6,030 2
2 4 6.00 28.27 03/06/10 04/02/10 28
2 5 6.00 28.27 03/06/10 04/02/10 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.: Jesus Rojas Started: 0630
Reported To: Finished: 1700
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.
Page 2 of 8
CR0001, 5- 21 -09, Rev.3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT m m VI I qq
Report Number: 94091194.0045 N! o
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek 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 Sample Date: 03/05/10 Sample Time: 1000
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Lacy Accumulative Yards: Batch Size (cy): 4
Batch Time: Plant: Placement Method: Direct Discharge
Truck No.: Ticket No.: Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data Sample Location: Sta. 32 +50
Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta.
Slump (in): 1 1/2 1 -3 35 +50
Air Content ( %): 4.0 3 -6
Concrete Temp. (F): 62
Ambient Temp. (F): 50
Plastic Unit Wt. (pcf): 149.8
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) (Ibs) (psi) Type
3 1 6.00 28.27 03/06/10 03/10/10 5 138,190 4,890 4
3 2 6.00 28.27 03/06/10 03/12/10 7 148,540 5,250 2
3 3 6.00 28.27 03/06/10 03/19/10 14 154,780 5,470 2
3 4 6.00 28.27 03/06/10 04/02/10 28
3 5 6.00 28.27 03/06/10 04/02/10 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.: Jesus Rojas Started: 0630
Reported To: Finished: 1700
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.
Page 3 of 8
CR0001, 5- 21 -09. Rev.3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT 1R ""1 pi II {1 °
Report Number: 94091194.0045 Fr � W '4oi I :. 'I'� i
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek 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 Sample Date: 03/05/10 Sample Time: 1120
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Lacy Accumulative Yards: Batch Size (cy): 7
Batch Time: Plant: Placement Method: Direct Discharge
Truck No.: Ticket No.: Water Added Before (gal):
Field Test Data Water Added After (gal):
Sample Location: Sta. 30 +50
Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta.
Slump (in): 2 1 - 35 +50
Air Content (%): 4.0 3 -
Concrete Temp. (F): 62
Ambient Temp. (F): 55
Plastic Unit Wt. (pcf): 144.2
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) (Ibs) (psi) Type
4 1 6.00 28.27 03/06/10 03/10/10 5 126,500 4,470 4
4 2 6.00 28.27 03/06/10 03/12/10 7 146,500 5,180 2
4 3 6.00 28.27 03/06/10 03/19/10 14 156,390 5,530 2
4 4 6.00 28.27 03/06/10 04/02/10 28
4 5 6.00 28.27 03/06/10 04/02/10 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.: Jesus Rojas Started: 0630
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(I) 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.
Page 4 of 8
CR0001, 5- 21 -09, Rev.3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
1M' Y .i' �klf yy �P�II ftl1
Report Number: 94091194.0045 I .. a
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek 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 Sample Date: 03/05/10 Sample Time: 1230
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Lacy Accumulative Yards: Batch Size (cy): 7
Batch Time: Plant: Placement Method: Direct Discharge
Truck No.: Ticket No.: Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 19 +50
Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta.
Slump (in): 2 1 -3 35 +50
Air Content ( %): 5.0 3 -6
Concrete Temp. (F): 68
Ambient Temp. (F): 55
Plastic Unit Wt. (pct): 145.0
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) (Ibs) (psi) Type
5 1 6.00 28.27 03/06/10 03/10/10 5 112,160 3,970 4
5 2 6.00 28.27 03/06/10 03/12/10 7 125,770 4,450 5
5 3 6.00 28.27 03/06/10 03/19/10 14 138,790 4,910 4
5 4 6.00 28.27 03/06/10 04/02/10 28
5 5 6.00 28.27 03/06/10 04/02/10 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.: Jesus Rojas Started: 0630
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(l) City of Coppell TX (2) Halff Assoc Inc
(I) 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.
Page 5 of 8
CR0001, 5- 21 -09, Rev.3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0045 rr - m
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek 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 Sample Date: 03/05/10 Sample Time: 1400
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy .
Supplier: Lacy Accumulative Yards: Batch Size (cy): 7
Batch Time: Plant: Placement Method: Direct Discharge
Truck No.: Ticket No.: Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 27 +50
Test Result Specification Placement Location: E bound lane, Ste. 23 +00 through Sta.
Slump (in): 2 1 -3 35 +50
Air Content ( %): 4.0 3 -6
Concrete Temp. (F): 70
Ambient Temp. (F): 60
Plastic Unit Wt. (pcf): 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
6 1 6.00 28.27 03/06/10 03/10/10 5 122,350 4,330 4
6 2 6.00 28.27 03/06/10 03/12/10 7 137,280 4,860 2
6 3 6.00 28.27 03/06/10 03/19/10 14 141,780 5,010 4
6 4 6.00 28.27 03/06/10 04/02/10 28
6 5 6.00 28.27 03/06/10 04/02/10 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.: Jesus Rojas Started: 0630
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (I) 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, 5- 21 -09, Rev.3 Page 6 of 8
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
, u,� „H � �pp , ,,,,�, „Ur I�,Npa
Report Number: 94091194.0045 f P i . , l!' . . 'l
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Revision 1 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek to Beltline Road
15350 Southwest Sequoia P1cwy Ste 300 Coppell, TX
Portland, OR 97224
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days Sample Date: 03/05/10 Sample Time: 1440
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Lacy Accumulative Yards: Batch Size (cy): 7
Batch Time: Plant: Placement Method: Direct Discharge
Truck No.: Ticket No.: Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 26 +00
Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta.
Slump (in): 2 1 -3 35 +50
Air Content ( %): 4.5 3 -6
Concrete Temp. (F): 70
Ambient Temp. (F): 61
Plastic Unit Wt. (pcf): 150.2
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) (Ibs) (psi) Type
7 1 6.00 28.27 03/06/10 03/10/10 5 120,840 4,270 4
7 2 6.00 28.27 03/06/10 03/12/10 7 136,390 4,820 4
7 3 6.00 28.27 03/06/10 03/19/10 14 147,400 5,210 4
7 4 6.00 28.27 03/06/10 04/02/10 28
7 5 6.00 28.27 03/06/10 04/02/10 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.: Jesus Rojas Started: 0630
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(I) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) HalffAssoc 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.
Page 7 of 8
CR0001, 5- 21 -09, Rev .3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0045 L� " a n
,‘...,...,.._
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek 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 Sample Date: 03/05/10 Sample Time: 1545
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Lacy Accumulative Yards: Batch Size (cy): 7
Batch Time: Plant: Placement Method: Direct Discharge
Truck No.: Ticket No.: Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 24 +00
Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta.
Slump (in): 2 1 -3 35 +50
Air Content ( %): 4.5 3 -6
Concrete Temp. (F): 70
Ambient Temp. (F): 65
Plastic Unit Wt. (pcf): 144.2
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
8 1 6.00 28.27 03/06/10 03/10/10 5 128,140 4,530 2
8 2 6.00 28.27 03/06/10 03/12/10 7 147,900 5,230 4
8 3 6.00 28.27 03/06/10 03/19/10 14 156,390 5,530 2
8 4 6.00 28.27 03/06/10 04/02/10 28
8 5 6.00 28.27 03/06/10 04/02/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast c• mpress' • e strength
samples.
Terracon Rep.: Jesus Rojas Started: 0630
Reported To: Finished: 1700
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 Eric J. - eland, P.E.
(1) Lacy Construction 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.
Page 8 of 8
CR0001, 5- 21 -09, Rev .3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.005] I . _
Service Date: 03/12/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek 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 cr 28 days Sample Date: 03/12/10 Sample Time: 1105
Sampled By: Francisco J. Morillo
Mix ID: Weather Conditions: Clear
Supplier: Lacy Accumulative Yards: 132 Batch Size (cy): 7
Batch Time: 1050 Plant: On -site Placement Method: Direct Discharge
Truck No.: Ticket No.: Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data Sample Location: Sta. 15 +70
Test Result Specification Placement Location: Pavement, eastbound Southwestern
Slump (in): 5 3 -5 . Blvd
Air Content ( %): 5.5 3 -6
Concrete Temp. (F): 64
Ambient Temp. (F): 55
Plastic Unit Wt. (pct): 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 6.00 28.27 03/13/10 03/16/10 4 115,020 4,070 5
2 6.00 28.27 03/13/10 03/19/10 7 135,600 4,800 3
3 6.00 28.27 03/13/10 03/26/10 14
4 6.00 28.27 03/13/10 04/09/10 28
5 6.00 28.27 03/13/10 04/09/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compress' e strength
samples.
Terracon Rep.: Francisco J. Morillo Started: 1000
Reported To: Superintendent Finished: 1230
.41//
Contractor: Lacy Construction
Report Distribution:
(I) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By:
(1) City or Coppell TX (2) Halff Assoc Inc — Eric J. C -veland, P.E.
(1) Lacy Construction Senior =roject 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.
Page 1 of 1
(wool, s• ?t -on, tte..i
CONCRETE COMPRESSIVE STRENGTH TEST REPORT g 1 w'
Report Number: 94091 194.0053 . i co:,
a
Service Date: 03/15/10 8901 Carpenter Frwy.
Report Date: 03/22/10 Dallas, TX 75247
214 - 630 -1010 Reg No: F-3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek 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 Sample Date: 03/15/10 Sample Time: 1645
Sampled By: Burl E. Thomas
Mix ID: 1701 Weather Conditions: Cloudy
Supplier: Lattimore Accumulative Yards: 8 Batch Size (cy): 8
Batch Time: 1542 Plant: 3 Placement Method: Direct Discharge
Truck No.: 7037 Ticket No.: 3274722 Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Approximately across from404 SW
Test Result Specification Blvd.
Slump (in): 3 3/4 3 -5 Placement Location: Eastbound SW Blvd., inlet top
Air Content ( %): 3.0 3 -6
Concrete Temp. (F): 68
Ambient Tenip. (F): 63
Plastic Unit Wt. (pcf): 145.7
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) (Ibs) (psi) Type
1 I 6.00 28.27 03/16/10 03/22/10 7 126,080 4,460 5
1 2 6.00 28.27 03/16/10 03/29/10 14
1 3 6.00 28.27 03/16/10 04/12/10 28
1 4 6.00 28.27 03/16/10 04/12/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locationg perform required field tests and ca t compres ive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 1400
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By:
( 1) City of Connell TX (2) Hnlff Assoc Inc • F ric J. Clev - and, P.E.
(1) Lacy C'onsuvclion Senior Proj - t 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.
t'itotnn. 5.21.09, tter.3 Page 1 of I