HomeMy WebLinkAboutTerracon - 5/8/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0232
Service Date: 05/08/18 2501 E Loop 820 N
Report Date: 06/06/18 Revision 1 - 28 -day results 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
Age at
Material Information
Compressive
Sample Information
Set Specimen Avg Diam.
Specified Strength: 7,000
psi @ 28 days
Sample Date:
05/08/18 Sample Time: 1245
Strength
Fracture Tested
Sampled By:
Daniel Blocker
Mix ID: 9908
(days)
Weather Conditions:
clear
Supplier: Argos
1 A 4.00
Accumulative Yards:
27 Batch Size (cy): 9
Batch Time: 1200
Plant:
Placement Method:
bucket
Truck No.: 1737
Ticket No.: 12327909
Water Added Before (gal):
28
Field Test Data
9,170
Water Added After (gal):
1 C 4.00
12.57
06/05/18
Sample Location:
See placement location
Test
Result Specification
Placement Location:
Wall SE corner of hotel basement @
Slump (in):
7 * 3-5
113,670
GL ( G.3/G.6-13.7)
Air Content (%):
2.0 0-3
Concrete Temp. (F):
84
9,300
Ambient Temp. (F):
90
Hold
Plastic Unit Wt. (pcf):
150.8
Initial Cure: Outside
Yield (Cu. Yds.):
45.3
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Avg Diam.
Area
Date Date
Test
Load
Strength
Fracture Tested
No. ID (in)
(sq in)
Received Tested
(days)
(lbs)
(psi)
Type By
1 A 4.00
12.57
05/15/18
7
91,440
7,280
4
1 B 4.00
12.57
06/05/18
28
115,220
9,170
2
1 C 4.00
12.57
06/05/18
28
121,620
9,680
4
1 D 4.00
12.57
06/05/18
28
113,670
9,050
3
Average
(28 days)
9,300
1 E
Hold
Initial Cure: Outside
Final Cure: Moist Room
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.: Daniel Blocker
Reported To: David with 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
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.
cx000t, 11-16-12, xev.6 Page 1 of 1
Distribution Page
Report Number: 95181011.0232
Service Date: 05/08/18
Report Date: 06/06/18 Revision 1 - 28 -day results
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) Construction Management Group of Fair Oaks CA, Blake Cearley
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Co, Ben Jensen
(1) Manhattan Construction Co, Brad Scheckelhoff
(1) Manhattan Construction Co, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600