Park West Crossing-LR160718Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94151183
Coppell, TX
SEC Freeport Pkwy & Southwestern Blvd
Park West Crossing - Phase 2ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247-4547
8901 Carpenter Fwy Ste 100
94151183.0167
07/18/16
07/26/16
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11501
Redi -Mix
Material Information
1028
1481
Plant:
Ticket No.:
259
25353688
Field Test Data
Test
Air Content (%):
Result Specification
6 1/2 5 - 7
1.6 0 - 3
90 Max 95
88
147.8
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/18/16 1135
Jonathan Baze
Clear, no wind
10 10
10
0 N/A
Piers on BLDG H @ D/5 and D/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Slump After (in):
Drilled Piers, see Foundation
Observations Report
#94151183.0166, dated 07/18/16 for
pier location
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/25/16 7 36,730 4 2,920
1 2 4.00 12.57 08/15/16 28
1 3 4.00 12.57 08/15/16 28
1 4 4.00 12.57 08/15/16 28
1 5 4.00 12.57 09/12/16 56
Comments:
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) City of Coppell TX, Matthew Mabry
(1) Halff Associates Inc, Hunter Starkey (1) ML Realty Partners, John Benson
(1) O?Brien Architects , Richard Nordyke (1) Structure Tone Southwest Inc., Damon Renaud
(1) Structure Tone Southwest Inc., Robin Povey (1) TechniStructures, Jason Owens
James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
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.
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