HomeMy WebLinkAboutTerracon - 12/11/2018 (5)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0540
Service Date: 11/10/18 2501 E Loop 820 N
Report Date: 12/11/18 Revision 2 - 28 -day results Fort Worth, TX 76118-6978
Task: Hotel 817-268-8600 Reg No: F-3272
Client
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Material Information
Specified Strength: 7,000 psi @
Mix ID:
9908
Supplier:
Argos
Batch Time:
0829
Truck No.:
6270
Field Test Data
Project
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Sample Information
28 days Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Plant: 110
Ticket No.: 11033280
Test
Result
Specification
Slump (in):
10 1/2 *
6-9
Air Content (%):
1.2
0-3
Concrete Temp. (F):
62
50-95
Ambient Temp. (F):
38
4.00
Plastic Unit Wt. (pcf):
149.7
C
Yield (Cu. Yds.):
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Set
Specimen
Avg Diam.
Area
No.
ID
(in)
(sq in)
1
A
4.00
12.57
1
B
4.00
12.57
1
C
4.00
12.57
1
D
4.00
12.57
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
11/10/18 Sample Time: 0930
Adam Wood
Partly Cloudy
9 Batch Size (cy): 9
Bucket & lift
0
0
Column E.8/12
E/6 Elevator All pit walls, 1 st to 2nd
level Columns E.8/12, E.2/12, G.6/12,
G.6/13
Compressive
Strength
Age at
Maximum
Date Date
Test
Load
Received Tested
(days)
(lbs)
11/17/18
7
116,320
12/08/18
28
142,770
12/08/18
28
145,140
12/08/18
28
140,940
Average
(28 days)
11/10/18 Sample Time: 0930
Adam Wood
Partly Cloudy
9 Batch Size (cy): 9
Bucket & lift
0
0
Column E.8/12
E/6 Elevator All pit walls, 1 st to 2nd
level Columns E.8/12, E.2/12, G.6/12,
G.6/13
Compressive
Strength
Fracture Tested
(psi)
Type By
9,260
5
11,360
3
11,550
2
11,220
4
11,380
1 E Hold
Initial Cure: Outside Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
David Saiter with Manhattan was notified of the excessive slump.
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.: Adam Wood
Reported To: David 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
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 Paae
Report Number: 95181011.0540
Service Date: 11/10/18
Report Date: 12/11/18 Revision 2 - 28 -day results
Task: Hotel
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