ST0701-LR100516rl"j fl
s
CONCRETE COMPRESSIVE STRENGTH TEST REPORT' .zr:t'I7�, �`
@3n r. "' . Report Nu 94 � 1 19 1t ■ 0 -3.o 144 �
Service Date: 04/1 6/1 8901 Carpenter Frwy.
Report Date: 05116110 Revision 2 Dallas, TX 75247
214 -630 -1010 Reg No: F - 3272
Client
Project
City of Coppell TX
Southwestern Boulevard
Attn : Ke Marvin
Coppell Road to Grapevine Creel
PO Box 9475
Coppell, TX
Coppell, TX 75019
Project Number: 9409 193
Material Information
Sample Information
Specified Strength: 3,500
psi rr 28 days
Sample Date: 04/16/10 Sample Time:
1118
Sampled By: Koda W. Shadix
Mix ID-. DC BCC501
Weather Conditions: Clear
Supplier: Redi -Mix.
Accumulative Yards: 7 Batch Size (cy):
7
Batch Time: 0759
Plant: 259
Placement Method: Direct Discharge
Truck No.: 1 257
Ticket No.: 251 87540
Water Added Before (gal) :0
Water Added After gal ): 0
Meld Test Data
Sample Location: NE side, First Panel
Test
Result Specification
Placement Location: Riprap, NW side at bridge
Slump (ill):
6 112 3 -5
Air~ Content ( %):
1.4 3 -6
Concrete Temp. (F):
78
Ambient Temp. (r):
70
Plastic Unit Wt. (pct):
147.2
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
1 1
6.00 28.27 04117/10
04/23/10 7 89,1.30 3
4
] 2
6.00 28.27 04/17/10
04/30/10 14 1 02,360 3
4
1 3
6.00 28.27 04117110
05/14/10 28 115,980 4
4
1 4
6.00 28.27 04/17/10
05/14110 28 11 7,320 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 location4 perform required field tests and cast compressive strength
sane p les.
Terracon Rep.: Koda W. Shadix Started: 0900
Reported To: Terry, Ashlar Contracting Finished: 1700
Contractor: Lacy C4 1I stru Ctiol7 Lunch /NC: 3.00
Report Distribution
( 1 ) City o 1' Co '1'X ( 1 ) City of Co ppell Tx Reviewed By: V//
1 C ity 0f C'oppe11 TX ( 2) Halff Assoc hic ric . C1 veland, F.E.
( 1 ) Lacy Consiniction (1 nacTrust Pacific Realty Associates LP Senior Project Manager
Test Methods: A STM C 31, ASTM C3 9, ASTM C 13 8, 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.
Page t of 1
CROW f . •I -?8 -1 i), Merv. -I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
c
Report Number: 94091 193.0168 :': r ra i : on °S �w.
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Date: 45/16/10 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Ke itli Marvin
PG Box 9478
Copl) ell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strengtlj: 4,004
psi @
28 days
Sample Date:
05/07114 Sample Time:
0915
Sampled By:
Tirek Driver
Mix ID:
Weather Conditions:
Sunny, windy
Supplier:
Accumulative Yards:
10 Batch Size (cy):
10
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. 25 +00
Test
Result
Specification
Placement Location:
Southwestern Boulevard, West bound
Slump (ill):
2 112
1 w3
lane
Air Content ( %)):
4.5
3
Concrete Temp. (F):
79
Ambient Temp. (F):
70
Plastic Unit Wt. (pct):
149.2
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter
Area
Date
Date 'Vest
Load Strength
Fracture
No. ID
(ill)
(sq in)
Received
Tested (days)
(lbs) (psi)
Type
1 1
6.00
28.27
05108/10
05/10/10 3
95,380 3,370
5
1 ?
6.00
28.27
05108110
05/14/10 7
124,194 4,390
5
1 3
6.04
28.27
05108110
05121/10 14
1 4
6.04
28.27
05/08110
06/04/10 28
1 5
6.04
28.27
05/08110
06104/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fi concrete at the placement locationq perform required field tests and cast compressive strength
salliples.
Terracon Rep.: Tirel` Driver Started: 1030
Reported To: Finished: 1430
Contractor: Lacy C01Istr
Report Distribution:
(1) City of Col poll TX (1) City of Coppell TX
(1) City ofCoppelI TX (2) HalffAssoc laic
(1) Lacy Construction (1) PacTnis! Pacific Really Associates LP
Test M etli ofi s: ASTM C 31 ASTM C-39, ASTM C138, ASTM C143, ASTM C172, ASTM 0231, ASTM C1064, ASTM C123
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.
(A000 1 . 4 -?8- M , Rev.4 Page 1 of 2
CONCRETE COMPRES S IV .,. STRENGTH TEST REPORT :`a`t�. `::i�`:
r �7f
err ..t} :: 'n' ".Y .k: � ' Re rt Num er: 94091 193.01 G8 'i `:
Rep br- x.! :. at
Service Date: 05107110 8901 Carpenter Frwy.
Report Date: 0511 611 Dallas, TX 75247
214-630- 1010 Reg No: F -3272
Client Project
City of Coppell TX
Attie: 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 a 28 days
Mix ID:
Supplier:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (III):
Air Content (` %o):
Concrete Teen p. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
5.0 3 -6
77
70
148.0
Laboratory Test Data
Set
Specimen
Diameter
No.
I D
din)
2
1
6.00
2
?
6.00
2
3
6.00
2
4
6.00
2
5
6.00
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
05/08/10
05/10/10
3
28.27
05/08/10
05/14/10
7
25.27
05/08/10
05/21110
14
28.27
05/08/10
06/04/10
28
28.27
05/08/10
06104110
28
Maximum Compressive
Load
Strength Fracture
(ibs)
(psi) Type
94,470
3,340 5
114
4 5
- .............................................. ...............................
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.: Tirek Driver Started: 103(
Reported To: Finished: 143(
Contractor: Lacy C017strUCt
Report Distribution:
( City of' C oppel I TX (1) City of Co ppel l Tx Reviewed B
( 1 ) City of* coppelI TX (2) Halff Assoc laic
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP senior r rojeci i
Test Methods: ASTM C 3 , ASTM C39, ASTM C138, ASTM C143, ASTM 0172, ASTM C231, ASTM C1064, ASTM 01231
Sample Date:
05/07/10 Sample Time: 1015
Sampled By:
Tirek Driver
Weather~ Conditions:
Cloudy, windy
Accumulative Yards:
110 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal)
:o
Water Added After (gal):
0
Sample Location:
Sta. 20 +84
Placement Location:
Southwestern Boulevard, 'Nest hound
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 2 of 2
0 WOO 1 -218- 1 0, Rev.4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0088 1 ficeitrracon
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Date: 05/16/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: MattheNv Oyen Grapevine Creek to Beltline Road
15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX
Portland, OR 97224
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.: Tirek Driver Started: 0730
Reported To: Finished: 1030
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City ol TX (2) I-IalfrAssoc Inc
(1) Lacy Consi action
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.
C(mooi.4 -zs -w, Itev.4 Page I of 3
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05/07/10 Sample Time:
1145
Sampled By:
Tirek Driver
Mix ID:
Weather Conditions:
Cloudy, windy
Supplier:
Accumulative Yards:
210 Batch Size (cy):
10
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:
FE of drivewway at 312 Southwestern
Test
Result
Specification
Boulevard
Slump (in):
2 1/2
1 -3
Placement Location:
Southwestern Boulevard. West bound
Air Content
5.0
3 -6
lane
Concrete Temp. (F):
78
Ambient Temp. (F):
80
Plastic Unit Wt. (pct):
151.6
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
05/08/10
05/10/10 3
113,350 4,010
4
1 2
6.00
28.27
05/08/10
05/14/10 7
123,240 4,360
5
1 3
6.00
28.27
05/08/10
05/21/10 14
1 4
6.00
28.27
05/08/10
06/04/10 28
1 5
6.00
28.27
05/08/10
06/04/10 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.: Tirek Driver Started: 0730
Reported To: Finished: 1030
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City ol TX (2) I-IalfrAssoc Inc
(1) Lacy Consi action
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.
C(mooi.4 -zs -w, Itev.4 Page I of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0088 Irerracon
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Date: 05/16/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTI'USt Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creels to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05/07/10 Sample Time: 1300
Sampled By:
Tirek Driver
Mix ID:
Weather Conditions:
Clear
Supplier:
Accumulative Yards:
310 Batch Size (cy): 10
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:
5'W of W entrance of elementary
Test
Result
Specification
school
Slump (in):
3
1 -3
Placement Location:
Southwestern Boulevard- West bound
Air Content ('40):
5.0
3 -6
lane
Concrete Temp. (F):
76
Ambient Temp. (F):
82
Plastic Unit Wt. (pcf):
150.6
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
2 1
6.00
28.27
05/08/10
05110110 3
107,350 3,800 5
2 2
6.00
28.27
05/08/10
05/14/10 7
134,650 4,760 4
2 3
6.00
28.27
05/08/10
05/21/10 14
2 4
6.00
28.27
05/08/10
06/04/10 28
2 5
6.00
28.27
05/08/10
06/04/10 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.: Tirek Driver Started: 0730
Reported To: Finished: 1030
Contractor: Lacy Construction
Report Distribution:
(1) PacTiust Pacilic Realty Associates LP (I) City of Coppell TX
(1) City of Coppell TX (2) I-Ialff Assoc Inc
(1) Lacy Construction
Test Methods: ASTM C 31, ASTM 09, 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 forthe 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.
CRU001..1=1s_10. Rev. -i Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0088 Tirracon
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Date: 05/16/10 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest 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 @ 28 days
Mix ID:
Supplier:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
21/2 1 -3
4.5 3 -6
77
82
149.2
Laboratory Test Data
Sample Date:
05/07/10 Sample Time: 1415
Sampled By:
Tirek Driver
Weather Conditions:
Clear
Accumulative Yards:
410 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Tested
Water Added After (gal):
0
Sample Location:
2'W of E entrance to elementary school
Placement Location:
Southwestern Boulevard - West bound
3
lane
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
3
1
6.00
28.27
05/08/10
05110110
3
2
6.00
28.27
05/08/10
05/14/10
3
3
6.00
28.27
05/08/10
05/21/10
3
4
6.00
28.27
05/08/10
06/04/10
3
5
6.00
28.27
05/08/10
06/04/10
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(lbs)
(psi) Type
3
111,190
3,930 5
7
143,560
5,080 5
14
28
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cas compressive strength
samples.
Terracon Rep.: Tirek Driver Started: 0730
Reported To: Finished: 1030
Contractor: Lacy Construction
Report Distribution: Reviewed B
( 1) PacTiustPacific Realty Associates LP (1) City ofCoppellTX
(1) City of' coppell'r\ (2) Hall'I'Assoc Inc ric J. leveland, P.E.
(1) lacy Consuuctiou Senior troject 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.
CRUta,i. 4- 28-10. RevA Page 3 of 3