ST0701-LR100218CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0070 Irerrocan
Service Date: 01/20/10 8901 Carpenter Frwy.
Report Date: 02/18/10 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 Creels
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Nu mber: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCSOHSO4
Supplier:
Redi -Mix
Batch Time:
0947
Truck No.:
1189
Plant: 136
Ticket No.: 25156629
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
5 3 -5
5.1 3 -6
66
62
145.1
Sample Information
Sample Date:
01/20/10 Sample Time: 1019
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Sta. 14 +10
Placement Location:
Bridge Deck, East bound, Sta. 14 +02 to
No. ID
Sta. 14 +47
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
01/21/10
01/22/10
2
75,240
2,660
5
1 2
6.00
28.27
01/21/10
01/27/10
7
138,600
4,900
2
1 3
6.00
28.27
01/21/10
02/03/10
14
149,950
5,300
4
1 4
6.00
28.27
01/21/10
02/17/10
28
166,090
5,870
5
1 5
6.00
28.27
01/21/10
02/17/10
28
160,720
5,680
5
Average
(28 days)
5,780
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 pompressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0900
Reported To: Finished: 1400
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed B y :
(1) City of Coppell TX (2) Halff Assoc Inc Eric J. leveland, P.E.
(1) Lacy Construction (1) PacTntst 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.
CROOO I, 5- 21 -09, Rev.3 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT i , �, '�
Report Number: 94091193.0071 r
Service Date: 01/20/10 8901 Carpenter Frwy.
Report Date: 02/18/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: 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: 3,000 psi @ 28 days
Mix ID: DCB0C01
Supplier: Redi -Mix
Batch Time: 1 141 Plant: 136
Truck No.: 1 189 Ticket No.: 25156768
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
6
2.8
65
66
149.3
Sample Date:
01/20/10 Sample Time: 1206
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Riprap, SE side of bridge
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
01/21/10
01/27/10
7
103,120
3,650
2
1 2
6.00
28.27
01/21/10
02/03/10
14
112,110
3,970
4
1 3
6.00
28.27
01/21/10
02/17/10
28
122,010
4,320
4
1 4
6.00
28.27
01/21/10
02/17/10
28
131,160
4,640
4
Average (28 days)
4,480
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
samples.
Terracon Rep.: Christopher P. Moran
Reported To:
Conti Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By :
(1) City or Coppell TX (2) HalffAssoc Inc
(1) Lacy Constriction (1) PacTrust Pacific Realty Associates LP
strength
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM 01064, 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.] Page I of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0020 leffau:an
Service Date: 01/20/10 8901 Carpenter Frwy.
Report Date: 02/18/10 Revision 2 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
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1405 Plant: 7
Truck No.: 3012 Ticket No.: 7218054
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1/4
3.8
74
71
147.8
Proiect Number: 94091194
Sample Information
Sample Date: 01/20/10 Sample Time: 1459
Sampled By: Barry Cuble
Weather Conditions: Partly sunny, light breeze
Accumulative Yards: 6 Batch Size (cy): 6
Placement Method: Direct Discharge
Water Added Before (gal): 10
Water Added After (gal): 0
Sample Location: See Placement Location
Placement Location: Inlet Walls at B /2, Sta. 0 +31.2 and Inlet
Top
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
01/21/10
01/27/10
7
134,810
4,770
2
1 2
6.00
28.27
01/21/10
02/03/10
14
150,230
5,310
2
1 3
6.00
28.27
01/21/10
02/17/10
28
168,970
5,980
2
1 4
6.00
28.27
01/21/10
02/17/10
28
172,120
6,090
2
Average (28 days)
6,040
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
samples.
Terracon Rep.: Barry Cuble Started: 1300
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
/ //Y /
(1) PncTrust Pacific Realty Associates I-P (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) HalffAssoc Inc ric J. Cleveland
(1) Lac) Construction Senior Project Nyal
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.
ca0001. 5-21-09. R-3 Page l of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0022
Service Date: 01/21/10
Report Date: 02/1 8/10 Revision 2
Ireo
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:
01/21/10 Sample Time: 1427
Sampled By:
Burl E. Thomas
Mix ID: 1701
Weather Conditions:
Clear
Supplier: Lattimore
Accumulative Yards:
8 Batch Size (cy): 8
Batch Time: 1327 Plant:
3
Placement Method:
Direct Discharge
Truck No.: 9142 Ticket No.:
3273227
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location:
Approximately 50'W of west curb of
Test Result
Specification
Belt Line Road
Slump (in): 2 1/2
Placement Location:
Inlet top, eastbound Southwestern
Air Content ( %): 3.0
Boulevard
Concrete Temp. (F): 62
Ambient Temp. (F): 62
Plastic Unit Wt. (pcf): 144.0
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 01/22/10
01/28/10 7
136,140 4,820 4
1 2 6.00
28.27 01/22/10
02/04/10 14
152,420 5,390 2
1 3 6.00
28.27 01/22/10
02/18/10 28
165,250 5,850 2
1 4 6.00
28.27 01/22/10
02/18/10 28
158,920 5,620 2
Average (28 days) 5,740
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.: Burl E. Thomas Started: 1230
Reported To: Mr. O'Dell Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(I) Pac Pacific Realty Associates LP (1) City ofCoppell TX Reviewed By:
(1) City orCoppell TX (2) HaltrAssoc Inc
(1) Lacy Constntction
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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
EM
Report Number: 94091 194.0034 iierracon
Service Date: 02/09/10 8901 Carpenter Frwy.
Report Date: 02/18/10 Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client
PaCTCUSt 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: 1429 Plant: 7
Truck No.: 7025 Ticket No.: 7214604
Field Test Data
Test
Slump (in):
Air Content (' %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3
4.7
60
41
145.8
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:
02/09/10 Sample Time: 1508
Sampled By:
Barry Cuble
Weather Conditions:
Partly sunny, light breeze
Accumulative Yards:
7 Batch Size (cy): 7
Placement Method:
Direct Discharge
Water Added Before (gal):0
7
Water Added After (gal):
0
Sample Location: -
See Placement Location
Placement Location:
Inlet Walls and Bottoms at B /7, Sta.
03/09/10
31 +66; B /10, Sta. 28 +75
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
02/10/10
02/16/10
7
28.27
02/10/10
02/23/10
14
28.27
02/10/10
03/09/10
28
28.27
02/10/10
03/09/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
135,780
4,800 4
Comments:
Samples Made By: Terracon
Services:
Obtain samples of fresh concrete at the placement location4 perform required fie
samples.
Terracon Rep.:
Barry Cuble Started: 1400
Reported To:
Finished: 1600
Contractor:
Lacy Construction
Report Distribution:
(1) PacTrusl Pacitic Really
Assneiales LP (1) City orCoppell TX Reviewed By:
(1) City nrCnppctl 'rX
(2) Halff Assoc h,c
(1) Lacy Consvuclion
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.
CHOW I. s- ?I -iw, acr.] Page I of
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Er
Report Number: 94091 194.0036 Terracon
Service Date: 02/10/10 8901 Carpenter Frwy.
Report Date: 02/18/10 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
PacTrtlst 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 a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1401 Plant: 3
Truck No.: 9106 Ticket No.: 9273749
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
4
5.2
55
39
145.4
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
ments:
Samples Made 13,y: Terracon
Sample Date:
02/10/10 Sample Time: 1513
Sampled By:
Barry Cuble
Weather Conditions:
Cloudy, light breeze
Accumulative Yards:
9 Batch Size (cy): 9
Placement Method:
Direct Discharge
Water Added Before (gal):0
7
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Inlets, Walls and Slab at B /9, Sta.
03/10/10
29 +50; B /11, Sta. 28 +85
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
02/13/10
02/17/10
7
28.27
02/13/10
02/24/10
14
28.27
02/13/10
03/10/10
28
28.27
02/13/10
03/10/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
130,980
4,630 2
Services: Obtain samples of fresh concrete at the placement location$ perform required field tests and ca t compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 1300
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) PacTrusi 1'neilic Itcally Associates LP (1) City ofCoppell TX y
(1) City orC'uppcllTX (2)HalffAssoc[tic J ev land, P.E.
(1) Laic) ConsU,iclion Senior Proje t 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.
Cainxn.s- 2WN.Ito -t Page 1 of I