ST0701-LR100211CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0080 Ireff - racan
Service Date: 01/27/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Revision 1 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCCOG504
Supplier:
Redi -Mix
Batch Time:
1044 Plant: 136
Truck No.:
1186 Ticket No.: 25159904
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef)
Result Specification
4 1/2 3 -5
4.8 3 -6
62
53
150.7
Laboratory Test Data
Set Specimen
No. ID
Diameter Area
(in)
(sq in)
6.00
28.27
6.00
28.27
6.00
28.27
6.00
28.27
merits:
Samples Made By: Terracon
Date
Received
01/28/10
01/28/10
01/28/10
01/28/10
Sample Date:
01/27/10 Sample Time: 1123
Sampled By:
Barry Cuble
Weather Conditions:
Cloudy, breezy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Bucket
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Wing Wall at south side, east and west
walls
Date
Tested
02/03/10
02/10/10
02/24/10
02/24/10
Age at
Test
(days)
7
14
28
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
143,280
5,070 2
150,440
5,320 5
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 0900 Lun / Non- eable: 2.50
Reported To: Finished: 1600
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 ric . Cleveland, P.E.
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP 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. 5-2 1-09, Rev 3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0084
Service Date: 02/02/10
Report Date: 02/11/10
EM 11111M
'Ifferracon
8901 Carpenter Frwy.
Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client
Project
City of Coppel I TX
Southwestern Boulevard
Attn: Keith Marvin
Coppell Road to Grapevine Creels
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
02/02/10 Sample Time: 1014
Sampled By:
Michael W. Whyman
Mix ID: 1701
Weather Conditions:
Cloudy
Supplier: Lattimore
Accumulative Yards:
20 Batch Size (cy): 10
Batch Time: 0925
Plant:
6
Placement Method:
Direct Discharge
Truck No.: 9114
Ticket No.: 6365462
Water Added Before (gal):20
Field Test Data
Water Added After (gal):
0
Sample Location:
Sta. 3 +20, Lane 2 and 3
Test
Result
Specification
Placement Location:
SW Blvd, W Bound, Sta. 5 +60 to Sta.
Slump (in):
4 1/2
3 -5
6 +30 & Sta. 3 +10 to Sta. 3 +30
Air Content ('X.):
6.2
3 -6
Concrete Temp. (F):
58
Ambient Temp. (F):
44
Plastic Unit Wt. (pct):
143.2
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 02/03110
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
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 11y: Terracon .
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast ompressive strength
samples.
Terracon 12ep.: 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 orQippelI Tx (i) Halff Assoc Inc Er' J. Cle P.E.
(1) Lacy Cunsuuctiun (I) PncTrust Pacific Really Associntes LP Senior Proj ct 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.
ctt0001. 5_ K 3 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0086 "Irerracon
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCSOHSO4
Supplier:
Redi -Mix
Batch Time:
1334 Plant: 259
True[( No.:
1350 Ticket No.: 25161040
Field Test Data
Test
Slump (in):
Air Content (' %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
4 1/2 3 -5
5.4 3 -6
62
50
149.9
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
I 1
6.00
I 2
6.00
1 3
6.00
1 4
6.00
Area
Date
Test
(lbs)
(psi) Type
133,920
4,740 2
Received
Sample Information
Sample Date: 02/02/10 Sample Time: 1437
Sampled By: Barry Coble
Weather Conditions: Sunny, breezy
Accumulative Yards: 20 Batch Size (cy): 10
Placement Method: Direct Discharge
Added Before (gal): 10
Water Added After (gal): 0
Sample Location: 13' S of N edge and 10'
W of E edge
Placement Location: Paving at Bridge approach slab, E side
Age at
Date
02/09/ 10
02/1 G /10
03/02/10
03/02/10
Maximum Compressive
Load Strength Fracture
(lbs)
(psi) Type
133,920
4,740 2
Age at
Tested
02/09/ 10
02/1 G /10
03/02/10
03/02/10
Maximum Compressive
Load Strength Fracture
Comments:
Samples Made
By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform requu"ed field tests and c st compressive strength
samples.
Terracon Rep.: Barry Coble Started: 1200
Reported To: Finished: 1630
Contractor: Lacy Construction
Report Distribution:
(I) City of Coppell TN (I) C(ly of Coppell TX Reviewed By:
(I) City of Coppcl l "I'X (2) HaIfF Assoc Inc Eric Cl veland, P.E.
(I) Lncy Construction (I) PncTnst Pacific Really Associates LP 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 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.
cnotn,i, s.,i.,P
o. Page 1 of I
(lbs)
(psi) Type
133,920
4,740 2
Comments:
Samples Made
By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform requu"ed field tests and c st compressive strength
samples.
Terracon Rep.: Barry Coble Started: 1200
Reported To: Finished: 1630
Contractor: Lacy Construction
Report Distribution:
(I) City of Coppell TN (I) C(ly of Coppell TX Reviewed By:
(I) City of Coppcl l "I'X (2) HaIfF Assoc Inc Eric Cl veland, P.E.
(I) Lncy Construction (I) PncTnst Pacific Really Associates LP 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 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.
cnotn,i, s.,i.,P
o. Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT am EM
Report Number: 94091 193.0064 'Im Ve I= Alp a cm i i n
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Lacy
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (' %.):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf)
Result Specification
4 1 -3
9.2 3 -6
52
46
142.1
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
I I
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Sample Date:
01/13/10 Sample Time: 0958
Sampled By:
Christopher P. Moran
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
16 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Load
Water Added After (gal):
0
Sample Location:
Sta. 12 +60
Placement Location:
Paving from Sta. 7 +25 to Sta. 12 +60,
(lbs)
west of bridge
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 locationq perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0800
Reported To: Alfredo, Lacy Construction Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX
(1) City ul'Coppcll 'I'X (2) Hnlff Assoc Inc
(1) Lacy C'onsiructim (1) PncTrust Pacific Really 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.
r•touan, 21-09, K-3 Page I of 3
Age at
Maximum
Compressive
Area
Date
Date
Test
Load
Strength
Fracture
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
28.27
01/14/10
01/20/10
7
135,440
4,790
2
28.27
01/14/10
01/27/10
14
170,030
6,010
2
28.27
01/14/10
02/10/10
28
185,890
6,580
2
28.27
01/14/10
02/10/10
28
184,820
6,540
2
Average (28 days)
6,560
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 locationq perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0800
Reported To: Alfredo, Lacy Construction Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX
(1) City ul'Coppcll 'I'X (2) Hnlff Assoc Inc
(1) Lacy C'onsiructim (1) PncTrust Pacific Really 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.
r•touan, 21-09, K-3 Page I of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0064 "Irerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Revision 2 Dallas, TX 75247
214 -630 -1010 Reg No:F -3272
Client
City of Coppell 'rX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Material Information
Specified Strength: 4,000 psi a 28 days
Mix ID:
Supplier: Lacy
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (' %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pet):
Result Specification
3 1 -3
5.0 3 -6
57
48
151.0
Laboratory Test Data
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Protect Number: 94091193
Sample Information
Sample Date:
01/13/10 Sample Time: 1055
Sampled By:
Christopher P. Moran
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Tested
Water Added After (gal):
0
Sample Location:
Sta. 10 +25
Placement Location:
Paving from Sta. 7 +25 to Sta. 12 +60,
2
west of bridge
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
2
1
6.00
28.27
01/14/10
01/16/10
2
2
6.00
28.27
01/14/10
01/20/10
2
3
6.00
28.27
01/14/10
01/27/10
2
4
6.00
28.27
01/14/10
02/10/10
2
5
6.00
28.27
01/14/10
02/10/10
Age at Maximum Compressive
Test Load
Strength
Fracture
(days) (lbs)
(psi)
Type
3 108,890
3,850
5
7 130,560
4,620
2
14 174,950
6,190
2
28 185,010
6,540
2
28 186,080
6,580
2
Average (28 days)
6,560
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0800
Reported To: Alfredo, Lacy Construction Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City of C'oppcll 'I'x (1) City or Coppell TX
(1) City ol'Coppcll 'I'x (2) Hilff Assoc Inc
(1) Lacy Construction (1) PacTnist Pacific Reilly 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.
t'ituuuI, 5 _' I AN. Rcr 3 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT am
Report Number: 94091 193.0064 ImVerlwacon
Service Date: 01/13/10 .8901 Carpenter Frwy.
Report Date: 02/11/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Atha: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Lacy
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
3 1/4 1 -3
5.9 3 -6
59
50
148.6
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
3
1
6.00
28.27
01/14/10
3
2
6.00
28.27
01/14/10
3
3
6.00
28.27
01/14/10
3
4
6.00
28.27
01/14/10
Sample Information
Sample Date:
01/13/10 Sample Time: 1145
Sampled By:
Christopher P. Moran
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
97,580
Water Added After (gal):
0
Sample Location:
Sta. 8 +00
Placement Location:
Paving from Sta. 7 +25 to Sta. 12 +60,
02/10/10
west of bridge
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
l /20/10
7
97,580
01/27/10
14
143,410
02/10/10
28'
156,720
02/10/10
28
155,220
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
3,450
2
5,070
2
5,540
4
5,490
4
5,520
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 location8 perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0800
Reported To: Alfredo, Lacy Construction Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City ol'Cuppcll TX
(1) City of Coppcll'rx
(1) Lacy Constniction
Test Methods:
(1) City of Coppell TX Reviewed By:
(2) Hnlff Assoc Inc
(1) PacTntst Pacific Really Associates LP
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 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.
(1(004)1.3 -21-011. R,•,.a Page 3 of 3
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT mms ME
Report Number: 94091194.0013 flerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 02/11/10 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:
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. (pcf):
Result Specification
23/4 1 -3
6.5 3 -6
60
53
147.7
Laboratory Test Data
Sample Date: 01/13/10 Sample Time: 1400
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: Batch Size (cy): 8
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta, 23 +00
Placement Location: Paving, east of bridge from Sta. 15 +50
to Sta. 23 +00
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
01/14/10
01/20/10
1 2
6.00
28.27
01/14/10
01/27/10
1 3
6.00
28.27
01/14/10
02/10/10
1 4
6.00
28.27
01/14/10
02/10/10
Age at Maximum Compressive
Test Load
Strength
Fracture
(days) (lbs)
(psi)
Type
7 143,840
5,090
2
14 159,900
5,660
2
28 169,540
6,000
2
28 171,100
6,050
2
Average (28 days)
6,030
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 compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Constnlction
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.
C110001, 5.21 -09, Rev.7 Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0013 Irerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 02/11/10 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:
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. (pcf):
Result Specification
3 1 -3
5.9 3 -6
58
50
149.6
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
2
1
6.00
28.27
01/14/10
2
2
6.00
28.27
01/14/10
2
3
6.00
28.27
01/14/10
2
4
6.00
28.27
01/14/10
Sample Date:
01/13/10 Sample Time: 1429
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast, windy
Accumulative Yards:
Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
156,620
Water Added After (gal):
0
Sample Location:
Sta. 21 +25
Placement Location:
Paving, east of bridge from Sta. 15 +50
02/10/10
to Sta. 23 +00
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
01/20/10
7
156,620
01/27/10
14
173,130
02/10/10
28
198,590
02/10/10
28
181,330
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
5,540
2
6,120
2
7,020
2
6,410
2
6,720
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 compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 1330
Reported To:
Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) PacTnist Pacific Realty Associates LP (1) City ofCoppell 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.
CR0001, 5- 21.09, Rm3 Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0013 Terracon
Service Date: 01/13/10 8901 CarpenterFrwy.
Report Date: 02/1 1/10 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:
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. (pcf):
Result Specification
2 1 -3
6.4 3 -6
58
50
149.1
Laboratory Test Data
Sample Date:
01/13/10 Sample Time: 1532
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast, windy
Accumulative Yards:
Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Tested
Water Added After (gal):
0
Sample Location:
Sta. 19 +10
Placement Location:
Paving, east of bridge from Sta. 15 +50
3
to Sta. 23 +00
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
3
1
6.00
28.27
01/14/10
01/20/10
3
2
6.00
28.27
01/14/10
01/27/10
3
3
6.00
28.27
01/14/10
02/10/10
3
4
6.00
28.27
01/14/10
02/10/10
Age at Maximum Compressive
Test Load
Strength
Fracture
(days) (lbs)
(psi)
Type
7 151,030
5,340
2
14 175,860
6,220
2
28 195,670
6,920
2
28 182,150
6,440
2
Average (28 days)
6,680
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 compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) Pac'rrust Pacific Realty Associates LP (1) City 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.
CROOO1. 5.21 -09. Rm3 Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT IlMill
Report Number: 94091194.0013 Ferracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 02/11/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
PaCTrt.lst 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:
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. (pcf):
Result Specification
3 1 -3
6.3 3 -6
58
49
148.1
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
4
1
6.00
28.27
01/14/10
4
2
6.00
28.27
01/14/10
4
3
6.00
28.27
01/14/10
4
4
6.00
28.27
01/14/10
Sample Date:
01/13/10 Sample Time: 1641
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast, windy
Accumulative Yards:
400 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):0
144,890
Water Added After (gal):
0
Sample Location:
Sta. 17 +25
Placement Location:
Paving, east of bridge from Sta. 15 +50
02/10/10
to Sta. 23 +00
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
01/20/10
7
144,890
01/27/10
14
166,890
02/10/10
28
187,590
02/10/10
28
189,300
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
5,120
2
5,900
2
6,640
4
6,700
4
6,670
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 com ressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City ofCoppell TX Reviewed By:
(1) City ofCoppell TX (2) HalffAssoc Inc Eric J. Cle eland, P.E.
(1) Lacv Constniction 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.
C110001. 5- 21 -09, Rev.3 Page 4 of 4