HomeMy WebLinkAboutTerracon - 1/2/2019 (7)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0606
Service Date: 12/28/18 2501 E Loop 820 N
Report Date: 01/02/19 Fort Worth, TX 76118-6978
Task: 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 5,000 psi @ 28 days
Mix ID: 9041
Supplier: Argos
Batch Time: Plant: 123
Truck No.: 5114 Ticket No.: 12335627
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
9 5-9
5.7 3-6
55
42
142.4
Laboratory Test Data
Set
Specimen
Avg Diam.
No.
ID
(in)
1
A
4.00
1
B
4.00
1
C
4.00
1
D
4.00
1
E
4.00
1
F
Initial
Cure: Outside
Comments:
Samples Made By: Terracon
Area
Date
Date
(sq in)
Received
Tested
12.57
12/29/18
01/02/19
12.57
12/29/18
01/04/19
12.57
12/29/18
01/25/19
12.57
12/29/18
01/25/19
12.57
12/29/18
01/25/19
12/29/18
Final Cure:
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at Maximum
Test Load
(days) (lbs)
5 65,570
7
28
28
28
Hold
Moist Room
12/28/18 Sample Time: 1137
Christopher Thompson
Clear
8/15 Batch Size (cy): 8
Pump
Tower Crane Blockout Slab, Pour Level
2
Tower Crane Blockout Slab, Pour
Level 2, 4, 6
Compressive
Strength Fracture Tested
(psi) Type By
5,220 4
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher Thompson
Reported To: Matt w/ Manhattan
Contractor: Manhattan
Report Distribution:
See attached distribution list. Reviewed By:
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 indicat
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 sam
tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Cx000l, 11-16-12, Rev.6 Page 1 of 1
Distribution Paae
Report Number: 95181011.0606
Service Date: 12/28/18
Report Date: 01/02/19
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) City of Grapevine TX, Hans Strayer
(1) City of Grapevine TX, Paul M Lee
(1) City of Grapevine TX, Scott Williams
(1) City of Grapevine TX, sbatte@grapevinetexas.gov
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Company, Ben Jensen
(1) Manhattan Construction Company, Chase Pritchard
(1) Manhattan Construction Company, Daniel Rideau
(1) Manhattan Construction Company, David Saiter
(1) Manhattan Construction Company, Frederick Moore
(1) Manhattan Construction Company, Klint Robertson
(1) Manhattan Construction Company, Matthew Powell
(1) Manhattan Construction Company, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600