ST0701-LR100514CONCRETE COMPRESSIVE STRENGTH TEST REPORT `�'' FRI
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Report Number: 94091193.0 142 1 sl3 ►... �
Service Date: 04/15/1 8901 Carpenter Frwy.
Report Date: 05114110 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 Creels
PG Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 3,000
psi a@
28 days
Sample Date: 04115110 Sample Time: 1430
Sampled By: Burl E. Thomas
Mix ID: DCB00501
Weather Conditions: Hazy
Supplier: Redi -Mix
Accumulative Yards: 9 Batch Size (cy): 9
Batch Time: 1319
Plant:
259
Placement Method: Direct Discharge
Truck No.: 1383
Ticket No.: 251 87063
Water Added Before (gal): 10
Water Added After (gal): 0
Fi eld Test Data
Sample Location: Centerline
Test
Result
Specification
Placement Location: Raprap, abutment at westbound
Slump (in):
6
3 -5
Southwestern Boulevard
Air Content (%):
5.0
3 -6
Concrete Temp. (F):
80
Ambient Temp. (F):
80
Plastic Unit Wt. (pcf):
147.9
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 04116110
04122110 7 86 3,070 4
1 2
6.00
28.27 04116110
04/29/10 14 10 1,230 3 4
1 3
6.00
28.27 04116/10
05/13/10 28 111,260 3 4
1 4
6.00
28.27 04/16110
05/13110 28 116,180 4 4
Average (28 days) 4
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
samples.
T rracon Rep.: Burl E. Thomas Started: 1330
Reported To: Finished: 1630
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX ( ) C ; oco C PP e T
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Constriction (1) PacTrust Pacific Realty Associates LP
strength
Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM C 31 , ASTM C3 9, ASTM C 13 8, ASTM C 143, ASTM C 172, ASTM C231, ASTM C 1064, ASTIR C 1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or LOOT test methods. This report s 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.
cRaaot, 5- 21 -09, Rev.3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
IMReport Number: 94091193.0155 a 1-con
Service Date: 04/29/10 8901 Carpenter Frwy.
Report Date: 05/14/10 Revision 1 Dallas, TX 75247
214 -630 -1010 Reg No: F -327
................
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creep
Coppell, TX
Proje Number: 94091193 .................... . ... ...
........ . ..... ....
Material Information Sample Information
Specified Strength: 4,000 psi c@ 28 days
Mix ID:
DCCOG504
Supplier:
Redi -Mix
Latch Time:
1346 Plant: 259
Truck No.:
1264 Ticket No.: 25193196
Field Test Data
Test
Slump (in ):
Air Content
Concrete Temp. (F ):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
3 3 -5
3.3 3 -6
89
84
1 47.0
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
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
28.27
04130/10
05106110
7
108,050
28.27
04130/10
05113110
14
1 15
28.27
04130//0
05127110
28
28.27
04/30/10
05/27/10
28
Compressive
Strength Fracture
(psi) Type
3,820 2
4,100 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cas compressi strength
samples.
Terracon Rep.: Jose A. Martinez Started: 1 030
Reported To: Finished: 1530
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City of Coppell TX y
(1) City of Coppell TX (2)1-Ialff Assoc Inc it/ leve land, P.E.
(1) Lacy Constniction (1) PacTnust Pacific Realty Associates LP 0en or roj ect Manager
'Pest Methods: ASTM C 31, ASTM C3 9, ASTM C 13 8, ASTM C 143, ASTM C 172, ASTM 0231, ASTM C 1064, ASTM C 1231
Sample Date:
04129/10 Sample Time: 1428
Sampled By:
Jose A. Martinez
Weather Conditions:
Clear, windy
Accumulative Yards:
3 Batch Size (cy ): 3
Placement Method:
Direct Discharge
Water Added Before (gal ):O
Water Added After (gal ):
0
Sample Location:
See Placement Location
Placement Location:
Wingwalls, East and West side of
bridge on westbound lane
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.
CRaool, 5- 31 -09, Rev.3 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0076 i re rr a o n
Service Date: 04/15/10 8901 Carpenter Frwy.
Report Date: 05/14/10 Revision I 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: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1142 Plant: 7
Truck No.: 7060 Ticket No.: 7216129
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 3 -5
5.0 3 -6
85
80
145.5
Sample Date:
04/15/10 Sample Time: 1240
Sampled By:
Burl E. Thomas
Weather Conditions:
Hazy
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
3 ft. right of centerline
Placement Location:
Pavement leave0ut for utility access,
No. ID
southbound B -Line
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
04/16/10
04/19/10
4
113,490
4,010
4
1 2
6.00
28.27
04/16/10
04/22/10
7
135,910
4,810
2
1 3
6.00
28.27
04/16/10
05/13/10
28
153,710
5,440
4
1 4
6.00
28.27
04/16/10
05/13/10
28
163,200
5,770
4
Average
(28 days)
5,610
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 ast o1 res e strength
samples.
Teri Rep.: Burl E. Thomas Started: 1130
Reported To: Finished: 1330
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTnist Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) HalffAssoc Inc Eric J. C eveland, P.E.
(1) Lacy Constnwtion Senior Pr jest 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 1 of 1