ST0701-LR100217CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0084 Irerracon
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 02/17/10 Revision 1 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix 1D: 1701
Supplier: Lattimore
Batch Time: 0925 Plant: 6
Truck No.: 9114 Ticket No.: 6365462
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 1/2 3 -5
6.2 3 -6
58
44
143.2
Sample Date:
02/02/10 Sample Time: 1014
Sampled By:
Michael W. Whyman
Weather Conditions:
Cloudy
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):20
Area
Water Added After (gal):
0
Sample Location:
Sta. 3 +20, Lane 2 and 3
Placement Location:
SW Blvd, W Bound, Sta. 5 +60 to Sta.
No. ID
6 +30 & Sta. 3 +10 to Sta. 3 +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
1 1
6.00
28.27
02/03/10
02/05/10
3
92,420
3,270
5
1 2
6.00
28.27
02/03/10
02/09/10
7
126,000
4,460
2
1 3
6.00
28.27
02/03/10
02/16/10
14
137,460
4,860
4
1 4
6.00
28.27
02/03/10
03/02/10
28
1 5
6.00
28.27
02/03/10
03/02/10
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Michael W. Whyman Started: 0800
Reported To: Finished: 1230
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Constntction (I) PacTrust Pacific Realty Associates LP
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 I of I
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0089 f7 ' }:: r r, +,., + tv .., '`
Service Date: 02 /05/10 8901 Carpenter Frwy.
Report Date: 02/17/10 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell 'I'X
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Copped Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix 11): I)CS01-1504
Supplier: Redi -Mix
Batch Time: 1421 Plant: 259
Truck No.: 1321 Ticket No.: 25161676
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. ((;):
Plastic Unit Wt. (pct):
Result Specification
3 3/4 3 -5
5.1 3 -6
62
54
147.1
Laboratory Test Data
Sample Date:
02/05/10 Sample Time: 1520
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
16 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
5' S of N edge, 5' E of W edge
Placement Location:
Paving, W Bridge approach slab (27'x
02/06/10
20')
Set Specimen
Diameter
Area
Date
Date
No. 1 D
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
02/06/10
02/12/10
1 2
6.00
28.27
02/06/10
02/19/10
1 3
6.00
28.27
02/06/10
03/05/10
1 4
6.00
28.27
02/06/10
03105110
Comments:
Age at
Maximum
Test
Load
(days)
(lbs)
7
128,430
14
28
28
Compressive
Strength Fracture
(Psi) Type
4,540 4
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cubic Started: 1130
Reported To: Finished: 1730
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell Tx (1) City of Coppell TX Reviewed By:
(1) City of Coppell Tx (2) Halff Assoc Inc
(1) Lacy Conshuclion (1) PacTrust Pacific Realty Associates LP
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.
('10001.5-2 1- oo. Rev 3 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0018
Service Date: 01/19/10
Report Date: 02/17/10 Revision 2
or n
8901 Carpenter Frwy.
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:
01/19/10 Sample Time: 1448
Sampled By:
Barry Cuble
Mix ID: 1701
Weather Conditions:
Partly sonny, light breeze
Supplier: Lattimore
Accumulative Yards:
6 Batch Size (cy): 6
Batch Time: 1402 Plant: 7
Placement Method:
Direct Discharge
Truck No.: 5030 Ticket No.: 7213987
Water Added Before (gal):5
Field Test Data
Water Added After (gal):
0
Sample Location:
See Placement Location
Test Result Specification
Placement Location:
Inlet at B /5, Sta. 0 +29
Slump (in): 3 3 -5
Air Content ( %): 4.4 3 -6
Concrete Temp. (F): 71
Ambient Temp. (F): 70
Plastic Unit Wt. (pcf): 149.4
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 I 6.00 28.27 01/20/10
01/26/10 7
120,610 4,270 2
1 2 6.00 28.27 01/20/10
02/02/10 14
135,630 4,800 2
1 3 6.00 28.27 01/20/10
02/16/10 28
160,230 5,670 2
1 4 6.00 28.27 01/20/10
02/16/10 28
165,470 5,850 2
Average (28 days) 5,760
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 tCleved
samples.
Terracon Rep.: Barry Cuble Started: 1330
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) PacTnisl Pacific Realty Associates LP (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc Eric J
(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.
CR0001, 5.21-09, Rev.3 Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0016 Terracon
Service Date: 01115110 8901 Carpenter Frwy.
Report Date: 02/17/10 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
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1439 Plant: 7
Truck No.: 1076 Ticket No.: 7213881
Field Test Data
Test
Slump (in):
Air Content ('X.):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
2 1 /2
3.6
60
54
148.7
Laboratory Test Data
Set Specimen
Diameter
Area
No. ID
(in)
(sq in)
I 1
6:00
28.27
I 2
6.00
28.27
I 3
6.00
28.27
I 4
6.00
28.27
Sample Date:
01115110 Sample Time: 1523
Sampled By:
Barry Cuble
Weather Conditions:
Cloudy, light breeze
Accumulative Yards:
7 Batch Size (cy): 7
Placement Method:
Direct Discharge
Water Added Before (gal):5
(lbs)
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Inlet Walls and Bottom at B /1, Sta.
14
1 +04; B /3, Sta. 0 +74
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
01/16/10
01/22/10
7
170,260
01/16/10
01/29/10
14
185,630
01116110
02/12/10
28
199,840
01/16/10
02/12/10
28
200,720
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
6,020
2
6,570
2
7,070
2
7,100
2
7,090
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made 11y: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and ca cot ressive strength
samples. ,, _ �0
Terracon Rep.: [carry Cuble Started: 1500
Reported To: Finished: 1730
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pucitic Really Associates LP (1) City ofCoppell TX Reviewed By:
(1) City of Coppcll TX (2) Halff Assoc Inc Eri4KJ . a eland, P.E.
(1) Lacy Construction Senior r 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.
cwxiut. i-21-01. R-,3 Page 1 of
CONCRETE COMPRESSIVE STRENGTH TEST REPORT MW Em
Report Nuniber: 94091 194.0032 'O N Fe g 1 p r Ica c a n
Service Date: 02/05/10 8901 Carpenter Frwy.
Report Date: 02/17/10 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 cCi 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1330 Plant: 07
Truck No.: 5030 Ticket No.: 7214568
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (1 7 ):
Ambient Temp. (1 7 ):
Plastic Unit Wt. (pef):
Result Specification
3 1/2
4.8
57
56
146.2
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
Sample Date:
02/05/10 Sample Time: 1440
Sampled By:
Mario A.Garcia
Weather Conditions:
Partly cloudy
Accumulative Yards:
9 Batch Size (cy): 9
Placement Method;
Bucket
Water Added Before (gal): 10
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Box Culvert, (2) at Sta. 10 +38 & Sta.
02/06/10
20 +00
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
02/06/10
02/12/10
7
28.27
02/06/10
02/19/10
14
28.27
02/06/10
03/05/10
28
28.27
02/06/10
03/05/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
124,310-
4,400 4
Comments:
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast ompressive strength
samples.
Terracon Rep.: Mario A.Garcia Started: 1300
Reported To: Finished: 1530
Contractor: Lacy Construction
Report Distribution:
(1) PICT1'n %1 Pacific Really Associates LP (1) City ofCoppell TX Reviewed By:
(1) City of Coppell T\ (2) Halff Assoc Inc tC . CleV land, P.E.
(1) Lacy Consn,iclion Senior Projec 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.
Cluxun. I- ao.Ite.•.J Page I of