ST0701-LR100426CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Numbest: 940911.93.0142
Service Date: 04/15/10 8901 Carpenter Frwy.
Report Date: 04/26/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 3,000 psi @ 28 days
Mix ID: DCB00501
Supplier: Redi -Mix
Batch Time: 1319 Plant: 259
Truck No.: 1383 Ticket No.: 25187063
Field Test Data
Test
Slump (in):
Air Content ( 0 /6):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
6 3 -5
5.0 3 -6
80
80
147.9
Laboratory Test Data
Sample Date:
04/15/10 Sample Time: 1430
Sampled By:
Burl E. Thomas
Weather Conditions:
Hazy
Accumulative Yards:
9 Batch Size (cy): 9
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Centerline
Placement Location:
Raprap, abutment at westbound
04/16/10
Southwestern Boulevard
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
04/16/10
04/22/10
1 2
6.00
28.27
04/16/10
04/29/10
1 3
6.00
28.27
04/16/10
05/13/10
1 4
6.00
28.27
04/16/10
05/13/10
Age at Maximum Compressive
Test Load Strength Fracture
(days) (lbs) (psi) Type
7 86,690 3,070 4
14
28
28
Comments:
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: 1330
Reported To: Finished: 1630
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City or Coppell TX (1) City or Coppell TX
(1) City of Coppell TX (2) I-IalfP Assoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty 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.
Page I of I
CR0001, 1-21 -09, Rev3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT fierracon Report Number: 94091193.0144
Service Date: 04/16/10 8901 Carpenter Flwy.
Report Date: 04/26/10 Dallas, TX 75247
214- 630 -1010 Reg No: F-3
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
Age at
Maximum
Sample Information
Set Specimen Diameter
Specified Strength: 3,500
psi @ 28
days
Sample Date:
04/16/10 Sample Time: 1118
Load
Strength Fracture
No. ID
Sampled By:
Koda W. Slladix
Mix ID: DCB00501
Tested
(days)
Weather Conditions:
Clear
Supplier: Redi -Mix
6.00
28.27
Accumulative Yards:
7 Batch Size (cy): 7
Batch Time: 0759
Plant:
259
Placement Method:
Direct Discharge
Truck No.: 1257
Ticket No.:
25187540
Water Added Before (gal):0
1 3
Water Added After (gal):
0
Field Test Data
05/14/10
28
Sample Location:
NE side, First Panel
Test
Result
Specification
Placement Location:
Riprap, NW side at bridge
Slump (in):
6 1/2
3 -5
Air Content
1.4
3 -6
Concrete Temp. (F):
78
Ambient Temp. (F):
70
Plastic Unit Wt. (pef):
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
04/17/10
04/23/10
7
89,130
3,150 4
1 2
6.00
28.27
04/17/10
04/30/10
14
1 3
6.00
28.27
04/17/10
05/14/10
28
1 4
6.00
28.27
04/17/10
05/14/10
28
Comments:
Samples Made By: Terraeon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Koda W. Slladix Started: 0900 Lune / No - a eable: 3.00
Reported To: Terry, Ashlar Contracting Finished: 1700
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) I -talff Assoc Inc Eric J. leu land, P.E.
(1) Lacy Construction (1) PacTnist Pacific Realty Associates LP Senior ect 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, s- zt -oa, Rev.3 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0065 irlerracon
Service Date: 04/08/10 8901 Carpenter Frwy.
Report Date: 04/26/10 Revision 1 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
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1449
Truck No.:
7060
Plant: 7
Ticket No.: 7215933
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
2 3 -5
3.8 3 -6
75
70
149.2
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
I 4
6.00
Area
Date
(sq in)
Received
28.27
04/09/10
28.27
04/09/10
28.27
04/09/10
28.27
04/09/10
Sample Date:
04/08/10 Sample Time: 153C
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
28
Water Added After (gal):
0
Sample Location:
Across from Elementary School
Placement Location:
Inlet Bottoms and Sides, westbound
Southwestern Boulevard
Age at
Date
Test
Tested
(days)
04/15/10
7
04/22/10
14
05/06/10
28
05/06/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
154,240
5,460 2
160,020
5,660 2
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.: Burl E. Thomas Started: 1300
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (t) City of Coppell TX Reviewed B y :
(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.
Ca000 1,5- 21- 09.Rcv3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 94091 194.0066
Service Date: 04/09/10 8901 Carpenter Frwy.
Report Date: 04/26/10 Revision 1 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
Sample Date:
04/09/10 Sample Time:
1532
Sampled By:
Koda W. Shadix
Mix ID: 1701
Weather Conditions:
Clear
Supplier: Lattimore
Accumulative Yards:
8.5 Batch Size (cy):
8.5
Batch Time: 1404
Plant:
07
Placement Method:
Direct Discharge
Truck No.: 1012
Ticket No.:
7215975
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 31 +66
Test
Result
Specification
Placement Location:
Inlet Walls, Southwestern Boulevard,
Slump (in):
3
3 -5
Sta. 31 +66 to Sta. 50 +83
Air Content ( %):
3.5
3 -6
Concrete Temp. (F):
75
Ambient Temp. (F):
80
Plastic Unit Wt. (pct):
146.0
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
04/10/10
04/16/10 7
130,970 4,630
2
1 2
6.00
28.27
04/10/10
04/23/10 14
140,510 4,970
2
1 3
6.00
28.27
04/10/10
05/07/10 28
1 4
6.00
28.27
04/10/10
05/07/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast coral
samples.
Terracon Rep.: Koda W. Shadix Started: 1230
Reported To: Oscar / Lacy Construction Finished: 1630
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(I) PacTrust Pacific Really Associates LP (1) City of Coppel) TX
(1) City of Coppell TX (2) Halff Assoc Inc ric J. Cle
(1) Lncy Construction Senior Proj
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.
CROOOI, 5- 21 -01). Revs Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0076 Ireirracon
Service Date: 04/15/10 8901 Carpenter Frwy.
Report Date: 04/26/10 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 Creels 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: 1 142 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. (pef):
Laboratory Test Data
Result Specification
3 3 -5
5.0 3 -6
85
80
145.5
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Area
Date
(sq in)
Received
28.27
04/16/10
28.27
04/16/10
28.27
04/16/10
28.27
04/16/10
Sample Date:
04/15/10 Sample Time: 1240
Sampled By:
Burl E. Thomas
Weather Conditions:
Hazy
Accumulative Yards:
8 Batch Size (ey): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
28
Water Added After (gal):
0
Sample Location:
3 ft. right of centerline
Placement Location:
Pavement leaveout for utility access,
southbound B -Line
Age at
Date
Test
Tested
(days)
04/19/10
4
04/22/10
7
05/13/10
28
05/13/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
113,490
4,010 4
135,910
4,810 2
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.: Burl E. Thomas Started: 1130
Reported To: Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City ofCoppell TX Reviewed By:
(1) City of Coppell TX (2) I-Ialff Assoc Inc
(1) Lacy Construction
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, 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, Rev., Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0057 Irerracon
Service Date: 04/02/10 8901 Carpenter Frwy.
Report Date: 05/03/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Eel
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
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:
04/02/10
Sample Time:
0824
Sampled By:
Koda W. Shadix
Mix ID:
Weather Conditions:
Cloudy
Supplier: Lacy
Accumulative Yards:
6
Batch Size (ey):
6
Batch Time:
Plant:
On -site
Placement Method:
Pump
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location:
Sta. 24 +23
Test
Result
Specification
Placement Location:
Southwestern Boulevard approaches at
Slump (in):
53/4
3 -5
Sta. 76 +53,
Sta. 25 +40, Sta. 24 +23 and
Air Content ( %):
4.5
3 -6
Sta. 20 +77
Concrete Temp. (F):
80
Ambient Temp. (F):
65
Plastic Unit Wt. (pcf):
149.2
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
04/03/10
04/05/10 3
113,050
4,000
2
1 2
6.00
28.27
04/03/10
04/09/10 7
137,450
4,860
2
1 3
6.00
28.27
04/03/10
04/16/10 14
142,560
5,040
2
1 4
6.00
28.27
04/03/10
04/30/10 28
174,650
6,180
4
1 5
6.00
28.27
04/03/10
04/30/10 28
165,340
5,850
4
Average (28 days)
6,020
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.: Koda W. Shadix Started: 0600
Reported To: Oscar, Lacy Construction Finished: 1600
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 Construction
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, 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 -00, Rev 3 Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0057 "Irerracon
Service Date: 04/02/10 8901 Carpenter Frwy.
Report Date: 05/03/10 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
Sample Date:
04/02/10 Sample Time: 1432
Sampled By:
Koda W. Shadix
Mix ID:
Weather Conditions:
Cloudy
Supplier: Lacy
Date
Accumulative Yards:
108 Batch Size (cy): 6
Batch Time:
Plant: On -site
Placement Method:
Pump
Truck No.:
Ticket No.:
Water Added Before (gal):0
Received
Tested
(days)
Water Added After (gal):
0
Field Test Data
2
Sample Location:
Sta. 20 +77
Test
Result Specification
Placement Location:
Southwestern Boulevard approaches at
Slump (in):
61/4 3 -5
5
Sta. 76 +53, Sta. 25 +40, Sta. 24 +23 and
Air Content ( %):
4.5 3 -6
28.27
Sta. 20 +77
Concrete Temp. (F):
81
137,590
4,870
Ambient Temp. (F):
70
3
6.00
Plastic Unit Wt. (pcf):
149.6
04/16/10
14
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
2
1
6.00
28.27
04/03/10
04/05/10
3
107,540
3,800
5
2
2
6.00
28.27
04/03/10
04/09/10
7
137,590
4,870
2
2
3
6.00
28.27
04/03/10
04/16/10
14
147,450
5,220
2
2
4
6.00
28.27
04/03/10
04/30/10
28
167,860
5,940
2
2
5
6.00
28.27
04/03/10
04/30/10
28
167,930
5,940
4
Average (28 days)
5,940
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 en
samples.
Terracon Rep.: Koda W. Shadix Started: 0600
Reported To: Oscar, Lacy Construction Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Eric . Cle land, P.E.
(1) Lacy Construction 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 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, Rev.3 Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0060 Irerracon
Service Date: 04/05/10 8901 Carpenter Frwy.
Report Date: 05/03/10 Revision 1 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: Lacy
Batch Time: Plant: On -site
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Sample Date: 04/05/10 Sample Time: 1132
Sampled By: Koda W. Shadix
Weather Conditions: Cloudy
Accumulative Yards: 6 Batch Size (cy): 6
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 24 +60
Result Specification Placement Location: Pavement, westbound lane,
53/4 3 -5 Southwesten Boulevard, Sta. 24 +50 to
4.5 3 -6 Sta. 25 +10;' Sta. 25 +75 to Sta. 26 +25
72
81
146.8
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
1
1
6.00
28.27
04/06/10
1
2
6.00
28.27
04/06/10
1
3
6.00
28.27
04/06/10
1
4
6.00
28.27
04/06/10
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
04/08/10
3
115,200
04/12/10
7
123,120
05/03/10
28
143,030
05/03/10
28
141,240
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
4,070
5
4,350
4
5,060
4
5,000
2
5,030
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 ast c in es ' e strength
samples.
Terracon Rep.: Koda W. Shadix Started: 1100
Reported To: Oscar, Lacy Construction Finished: 1300
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City ofCoppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Eric J. leveland, P.E.
(1) Lacy Construction Senior Loject 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.
CROOO1, 5- 21 -09, Rev.s Page 1 of 1
REPORT OF SOIL-LIME MIXTURE PULVERIZATION Irerracon
Consulting Enqlneers & Scientists
8901 Carpenter Frwy., Suite #100
Dallas, TX 75247
(214) 630-1010 Reg No.: F -3272
Date of Service: 04/26/10 1
Client: PacTrust Pacific Realty Associates LP
15' )50 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Contractor: Lacy Construction
Test Location: Southwestem Blvd - West Bound
Sta. 21-72 to 28+75
Test Method: NCTCOG
Report No.: 94091194.0080
Project No.: 94091194
Project: Southwestein Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Specification Requirements:
Minimum Passing 1-3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
TEST
1-3/4" SIEVE
#4 SIEVE
NO.
LOCATION
% PASSING
% PASSING
I
Sta. 28+10
100
62
2
Sta. 23+73
100
63
3
Sta. 21+72
100
61
Comments:
Technician: B. Thomas
Report Distribution:
(1) PacTrust Pacific Realty Associates LIP
(1) City of Coppell TX
(1) Lacy Construction
(1) City of Coppell TX
(2) H@Iff Assoc Inc
Senior Project Manager
S11 'rh is report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of Terracon.