ST0701-LR100427Specified Strength: 4,000
psi @
28 days
Sample Date:
04/12/10
Sample Time:
1435
Sampled By:
Francisco
J. Morillo
Mix ID: DCCOG504
Weather Conditions:
Clear
Supplier: Redi -Mix
Accumulative Yards:
6
Batch Size (cy):
6
Batch Time: 1345
Plant:
136
Placement Method:
Direct Discharge
Truck No.: 1190
Ticket No.: 25185033
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location:
Beam #2
Test
Result
Specification
Placement Location:
Bridge, westbound
Slump (in):
4
3 -5
Air Content ( %):
5.0
3 -6
Concrete Temp. (F):
85
Ambient Temp. (F):
89
Plastic Unit Wt. (pcf):
147.5
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
04/13/10
04/19/10 7
115,090
4,070
4
1 2
6.00
28.27
04/13/10
04/26/10 14
122,630
4,340
4
1 3
6.00
28.27
04/13/10
05110110 28
1 4
6.00
28.27
04/13/10
05110110 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and casl compressive strength
samples.
Terracon Rep.: Francisco J. Morillo Started: 1230
Reported To: Finished: 1500
Contractor: Lacy Construction Z/////
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) HalffAssoc Inc Eric . Cle eland, P.E.
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior Proje anager
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, ReO Page 1 of 1
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: 04/27/10
Client: PacTrust Pacific Realty Associates LP
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Contractor:
Test Location: SW Boulevard W Bound
Test Method: NCTCOG
Report No.: 94091194.0081
Project No.: 94091194
Project: Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Specification Requirements:
Minimum Passing 1-3/4" Sieve: 100%
I
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
TEST LOCATION 1-3/4" SIEVE #4 SIEVE
NO. % PASSING % PASSING
North Half of SW Boulevard
I
Sta. 27+44 - Sta. 28+75
100
66
2
Sta. 30+28
100
52
3
RETEST OF TEST#2 - Sta. 30+25
100
56
4
RETEST OF TESTS#2 & #3 - Sta. 30+25
100
64
5
1 Sta. 3+00
100
68
6
1 Sta. 0+75
100
70
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
d.-r '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.