ST0701-LR100316CONCRETE COMPRESSIVE STRENGTH TEST REPORT Helm J Report Number: 94091 193.0104 r ..,
Service Date: 02/26/10 8901 Carpenter Frwy.
Report Date: 03/16/10 Revision 2 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 Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
02/26/10 Sample Time:
1020
Sampled By:
Jose A. Martinez
Mix ID: DCCOG504
Weather Conditions:
Cloudy
Supplier: Redi -Mix
Accumulative Yards:
5 Batch Size (cy):
5
Batch Time: 0934
Plant:
P259
Placement Method:
Direct Discharge
Truck No.: 1339
Ticket No.: 25166917
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
See placement location
Test
Result
Specification
Placement Location:
Pilaster & Wing Wall on South side of
Slump (in):
1
3 -5
bridge
Air Content
18
3 -6
Concrete Temp. (F):
56
Ambient Temp. (F):
44
Plastic Unit Wt. (pct):
146.4
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
02/27/10
03105110 7
154,030 5,450
2
1 2
6.00
28.27
02/27/10
03/12/10 14
172,460 6,100
2
1 3
6.00
28.27
02/27/10
03/26/10 28
1 4
6.00
28.27
02/27/10
03/26/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive steer
samples.
Terracon Rep.: .lose A. Martinez Started: 0730
Reported To: Finished: 1100
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell Tx (1) City of Coppell TX Reviewed By:
(1) City of Coppcll - 1'x (2) Halff Assoc Inc Eric J. Cl eland, P.E.
(1) Lacy Construction (I) PacTrust Pacific Realty Associates LP Senior PPO ect 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.
CRO001, 5- 2 1 -09, Rev.. Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT .°1= ihmrs
Report Number: 94091 194.0045 rror , * „ -„
4.,,,
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/16/10 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: 03/05/10 Sample Time:
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Accumulative Yards: Batch Size (cy): 7
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. 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 -
Concrete Temp. (F): 52
Ambient Temp. (F): 47
Plastic Unit Wt. (pcf): 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) (lbs) (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
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 (1) PacTrust Pacific Redly Associates LP (I) Cily 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.
C11110113 s , I -uo, Rc� -.3 Page 1 o1.8
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0045 ;
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/16/10 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: 03/05/10 Sample Time:
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Accumulative Yards: Batch Size (cy): 7
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. 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. 1 D (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
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:
(I) PacTrust Pacific Really Associnles LP (1) City of Coppell TX
(I) City of Coppell TX (2) Hnlff Assoc Inc
(1) Lacy C'onsn eel ion
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C23I, 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.z
CONCRETE COMPRESSIVE STRENGTH TEST REPORT " y` ""
Report Number: 94091 194.0045 I R y r .+
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/16/10 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: 03/05/10 Sample Time: 1000
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: 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. (pct): 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) (lbs) (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
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) PacTntst Pacific Realty Associates LP (I) City of Coppell TX
(I) City orCoppcl TX (2) Halff Assoc Inc
(1) Lacy Constniclion
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'Itnou i, ; -? I.no. Itcv. 3 Page 3 of 8
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0045 lrerraco 't'
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/16/10 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 a 28 days Sample Date: 03/05/10 Sample Time: 1120
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Accumulative Yards: Batch Size (cy): 7
Batch Time: Plant: Placement Method: Direct Discharge
Truck No.: Ticket No.: Water Added Before (gal):
Water Added After (gal):
Field Test Data Sample Location: Sta. 30 +50
Test Result Specification Placement Location: E bound lane, Sta. 23 +00 through Sta.
Slump (in): 2 1 -3 35 +50
Air Content (" o): 4.0 3 -6
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) (lbs) (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
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 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracou 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 Cowell TX (2) HalffAssoc 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
Cannot. 3-21 -IR Rev .3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0045
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/16/10 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: 03/05/10 Sample Time: 1230
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Accumulative Yards: Batch Size (cy): 7
Batch Tim c: 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. 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. (pet): 145.0
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Date Test Load Strength Fracture
No. 1 D (in) (sq in) Received Tested (days) (lbs) (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
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 Really Associates LP (1) City of Coppell TX
(1) Cif) or Coppell TX (2) Halff Assoc Inc
(1) Lacy ConsUUCliou
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
(Bono 1, 5-21-09, Rcr3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT WI lif
Report Number: 94091 194.0045 '' erraro ,.
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/16/10 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: 03/05/10 Sample Time: 1400
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: Accumulative Yards: Batch Size (cy): 7
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. 27 +50
Test Result Specification Placement Location: E bound lane, Sta. 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
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) PacTrusl Pacific Realty Associates LP (I) City of Coppell TX
(I) City of Coppcl I 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.
CIUNNq, 9_2 I-09, licv.7 Page 6 of 8
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0045 lr,rracon
Service Date: 03/05/10 8901 Carpenter Frwy.
Report Date: 03/16/10 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: 03/05/10 Sample Time: 1440
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: • Accumulative Yards: Batch Size (cy): 7
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. 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. (pet): 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
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:
(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.
Page 7 of 8
CR000 t, 5- 2I -o7, Rev3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
q
Report Number: 94091 194.0045 'a� u
Service Date: 03/05/10 8901 CarpenterFrwy. •
Report Date: 03/16/10 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: 03/05/10 Sample Time: 1545
Sampled By: Jesus Rojas
Mix ID: Weather Conditions: Partly cloudy
Supplier: 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 -
Concrete Temp. (F): 70
Ambient Temp. (F): 65
Plastic Unit Wt. (pct): 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
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
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 c.st compressive :trength
samples.
...
Terracon Rep.: Jesus Rojas Started: 0630
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City or Coppell TX Reviewed By:
( 1) City ol'Coppell TX (2) Halff Assoc Inc Eric J. 1 - veland, 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.
cuuuni >- 2I.an. a .1 Page 8 of 8
FIELD DENSITY TEST REPORT . r
Report Number: 94091194.0049 P
Service Date: 03/11/10 8901 Carpenter Frwy.
Report Date: 03/16/10 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 Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum
Mat. Proctor Laboratory Content Weight Content Compaction
No. Ref. No. Classification and Description Test Method (" /o) (pci) ("/ (%)
1 94091 194.0012 Brown clay (lime treated) ASTM D698 30.2 88.1 -2/ +4 95
Field Test Data Probe Wet Water Water Dry Unit Percent
Test Lift / Mat. Depth Density Content Content Weight Compaction
No. Test Location Elev. No. (in) (pcf). (pcf) ( %) (pct) ( %)
Paving, East Bound Southwestern Boulevard
57 Sta. 15+50 FG 1 6 110.6 26.1 30.9 84.5 96
58 Sta. 33+50 FG 1 6 111.8 26.2 30.6 85.6 97
Datum: FG = final grade Gauge ID: 39547
Comments: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compaction and ma moisture
cond ition. •
Terracon Rep.: Francisco J. Morillo Started: 1300
•
Reported To: Superintendent Finished: 1400
Contractor: Lacy Construction
Report Distribution:
(I) PacTrust Pacific Realty Associates LP (I) City of Colwell TX Reviewed By:
(1 ) City of Coppell TX (2) Half( Assoc Inc Eric J. leveland, P.E.
(I) Lacy Constractioo Senior Project Manager
Test Methods: ASTM D6938
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.
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