ST0701-LR100507CONCRETE COMPRESSIVE STRENGTH TEST REPORT �
Report Number: 94091 193.0132
p
Service Date: 04/08110
8901 Carpenter Fiwy.
Report Date: 05/07/10
Revision 2
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 Creel{
PO Box 9478
Coppell, TX
Copl) ell, TX 75019
Project Number: 94091 193
Material information
Sample Information
Specified Strength: 4,000
l)si c7 28 days
Sample Date: 04/08/10 Sample Time:
1635
Sampled By: Francisco J. Morillo
Mix ID: DCCOG504
weather Conditions: Clear
Supplier: Redi-Mix
Accumulative Yards: 6 Batch Size (cy):
6
Batch Time: 1532
Plant: 259
Placement Method: Direct Discharge
Truck No.: 1321
Ticket No.: 25183555
water Added Before (gal) :0
water Added After (gal): 0
M
Feld Test Data
Sample Location: See Placement Location
Test
Result Specification
Placement Location: Bridge Beam #4 -- westbound
Slump (111):
4 3M5
Air Content ( %):
4.5 3M6
Concrete Temp. (F):
87
Ambient Temp. (F):
82
Plastic Unit Wt. (pcf):
146.0
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter
Area Date
Date 'Vest Load Strength
Fracture
No. ID
(in) (sq in) Received
Tested (days) (lbs) (psi)
Type
1 1
6.00 25.27 04/1 0/10
04/15/10 7 129 4,570
2
1 2
6.00 28.27 04110110
04/22/10 14 147,840 5
4
1 3
6.00 28.27 04110110
05/06110 28 161,370 5,710
4
1 4
6.00 28.27 04/10/10
05106110 28 160,800 5
2
Average (28 days) 5
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Set-vices: Obtain samples of fresh concrete at the llacement location4 perform required field tests and ca cony ressive strength
samples.
Terracon Rep.: Francisco J. Morillo Started: 1400
Reported To: Superintendent Finished: 1730
Contractor: Lacy C0
Report Distribution: oi'Co e ll Tx Reviewed By:
(1) City of Ci Coppell Tx (} y pp
(1) City of Coppell TX (2)14alff Assoc Inc &f cA/. Clev# nd, P.B.
(1 Lacy Construction ( 1) PacTrust Pacific Realty Associates LP Senior Projecf Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C 13 S, ASTM C 143, ASTM C 172, ASTM 0231, ASTM C 1064, ASTM C 1231
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.
Ctttt001, 5- 2t - 0 1 ), Itev.3 Page 1 of l
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Repoli N[IIIl7eI`: 9409 193.0155 ra an
Service Date: 04/29/10 8901 Carpenter Frwy.
Report Date: 05107110 Dallas, TX 75247
214-630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PQ Sox 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 @ 25 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch 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. (pcf):
Result Specification
3 3--5
3.3 )
89
84
147.0
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
Tested
6.00
3
6.00
1 4
6.00
Age at Maximum
Area
Date
Date
Test Load
(sq in)
Received
Tested
(days) (Ibs)
28.27
04/30/10
05/06/10
7 108
28.27
04/30/10
05/13/10
14
28.27
04/30/10
05127110
25
25.27
04/30/10
05127110
28
Compressive
Strength Fracture
(psi) Type
3,820 2
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive sti ngth
samples.
Terracon Rep.: Jose A. Martinez Started: 1030
Reported To: Finished: 1530
Contractor: Lacy Construction
Report Distribution:
(1) City «1' coppell TX (1) City of Coppell TX Reviewed By:
r
(1) City oI' Coppe11 TX (?) HalffAssoc Inc J. Cle e nd, P.E.
( 1) Lacy Construction (1) PacTrust Pacific Realty Associates LP renior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM 0138, ASTM 0143, ASTM 0172, ASTM 0231, ASTM 01064, ASTM 01231
Sample Date:
04/29/10 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.
Page I of l
Crt0001.;- ?t- 01), Rev. :+
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 94091194.0065
Service Date: 04/08/10 8901 Carpenter Frwy.
Report Date: 05/07/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 SOnthWeSt 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 @n 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1449 Plant: 7
Truck No.: 7060 Ticket No.: 7215933
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
2 3 -5
3.8 3 -6
75
70
149.2
Sample Date:
04/08/10 Sample Time: 1530
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
Across from Elementary School
Placement Location:
Inlet Bottoms and Sides, westbound
No. ID
Southwestern Boulevard
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
04/09/10
04/15/10
7
154,240
5,460
2
1 2
6.00
28.27
04/09/10
04/22/10
14
160,020
5,660
2
1 3
6.00
28.27
04/09/10
05/06/10
28
179,720
6,360
2
1 4
6.00
28.27
04/09/10
05/06/10
28
168,670
5,970
2
Average (28 days)
6,170
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
samples.
Terracon Rep.: Burl E. Thomas Started: 1300
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By:
(1) City o1' Coppell TX (2) Halff Assoc Inc
(I) Lacy Construction
ve strength
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.
CRO00 1,5- 21- 09,Rev.3 Page 1 of 1