ST0701-LR100428REPORT OF SOIL - LIME MIXTURE PULVERIZATION Ireff-d"09:
Consulting Engineers &Scientists
8901 Capenler fnvy., Suite 11100
Dallas, Texas 75247
(214) 630 -1010
Date of Service: 04/28/10 Report No.: 94091193.0150
Project No.: 94091193
Client: City of Coppell TX Project: Southwestern Boulevard
PO Box 9478 Coppell Road to Grapevine Creek
Coppell, tX 75019 Coppell, TX
Contractor: Lacy Construction Specification Requirements:
Test Location: Southwestern Boulevard, West Bound Minimum Passing 1 -3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
Test Method: NCTCOG
TEST
NO.
LOCATION
1 -3/4" SIEVE
% PASSING
#4 SIEVE
% PASSING
1
Sta.7 +50
100
63
2
Sta.8 +41
100
67
3
Sta.10 +50
100
60
Technician: B. Thomas
Report Distribution:
(1) City of Coppell TX (1) Halff Assoc Inc
(1) City of Coppell TX (1) Lacy Construction
(1) City of Coppell TX (1) PacTrust Pacific Realty Associates LP
Senior Projedt Manag
sa "rhis report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of Terracon.
CONCRETE COMPRESSIVE SSIVE STRENGTH TEST ST REPORT
Report Number: 94091193.0138 1 rierracon
Service Date: 04/13/10 8901 Carpenter Frwy.
Report Date: 04/28110 Revision 1 Dallas, TX 75247
214 -630-1010 Reg No: F -3272
Client
City of Copped TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091 193
Material Information Sample Information
Specified Strength: 4,000 psi c@ 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Time: 1400 Plant: 259
Truck No.: 1371 Ticket No.: 25185619
Field Teat Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit wt. (pef):
Result Specification
4 3 -5
5.0 3--6
92
89
147.0
Laboratory Teat Data
Sample Date:
04113/10 Sample Time: 1525
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal) :0
Water Added After (gal):
0
Sample Location:
Beare #3
Placement Location:
Bridge, westbound
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
04/14/10
04/20/10
1 2
6.00
28.27
04/14/10
04127110
1 3
6.00
28.27
04/14/10
05/11110
1 4
6.00
28.27
04114110
0511 1110
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(lbs)
(psi) Type-
7
106,3 80
3,760 4
4
112,630
3,980 4
/
2 8
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.: Francisco J. Mori to Started: 1230
Reported To: Superintendent Finished: 1630
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX () City of Copped TX
k }City of Coppell TX (�} LT Assoc Inc
( 1 ) Lacy Constniction (1) PacTnist Pacific Realty Associates LP Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C 13 8, ASTM C 143, ASTM C 172, ASTM C23 I, 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.
CR0001, 5- 21 Rev.3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091194.0070
Service Date: 04/13/10 8901 Carpenter Frwy.
Report Date: 04/28/10 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
samples.
Sample Date:
04/13/10 Sample Time: 1445
Reported To:
Finished: 1600
Contractor:
Lacy Construction
Sampled By:
Julio R. Perez
Mix ID: 1701
(1) City of Coppell TX
(2) HalffAssoc Inc
(1) Lacy Constntction
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 1328
Plant:
6
Placement Method:
Direct Discharge
Truck No.: 9113
Ticket No.: 6368698
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location:
Line C at Sta. 0 +00
Test
Result
Specification
Placement Location:
Manhole, 81 ft. S of Southwestern
Slump (in):
2
1 -3
Boulevard on Belt Line Road
Air Content ( %):
3.4
3 -6
Concrete Temp. (F):
95
Ambient Temp. (F):
90
Plastic Unit Wt. (pcf):
149.6
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)
(lbs) (psi) Type
1 1
6.00
28.27
04/14/10
04/20/10 7
139,390 4,930 2
1 2
6.00
28.27
04/14/10
04/27/10 14
150,230 5,310 2
1 3
6.00
28.27
04/14/10
05111110 28
1 4
6.00
28.27
04/14/10
05111110 28
Comments:
Samples Made By: Terracon
Services:
Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.:
Julio R. Perez Started: 1400
Reported To:
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) HalffAssoc 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.
C110001, 5- 21 -09, Rev.3 Page 1 of 1
Senior Project Manager
REPORT OF SOIL-LIME MIXTURE PULVERIZATION Irerracon
Consultina Enalneers & Scientists
8901 Carpenter Frwy., Suite #100
Dallas, TX 75247
(214) 630-1010 Reg No.: F -3272
Date of Service: 04/28/10
Client: PacTrust Pacific Realty Associates LP
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Report No.: 94091194.0084
Project No.: 94091194
Project: Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Contractor: Lacy Construction Specification Requirements:
Test Location: Southwestein Boulevard, West Bound Minimum Passing 1-3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
Test Method: NCTCOG
TEST
1-3/4" SIEVE
#4 SIEVE
NO.
LOCATION
% PASSING
% PASSING
I
Sta. 16+00
100
72
2
Sta. 18+19
100
68
3
Howell Street access
100
73
Comments:
Technician: B. Thomas
Report Distribution:
(1) PacTrust Pacific Realty Associates LP
(1) City of Coppell TX
(1) Lacy Construction
(1) City of Coppell TX
(2) Halff Assoc Inc
Senior Project Manager
sa This report is exclusively for the use of the client indicated above and shall not be reproduced in fall without written approval ofTerracon.