HomeMy WebLinkAboutTerracon - 11/5/2018 (2)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0482
Service Date: 10/04/18 2501 E Loop 820 N
Report Date: 11/05/18 Revision 2 - 28 -day results Fort Worth, TX 76118-6978
Task: Parkine Garace 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:
9727
Supplier:
Argos
Batch Time:
1311
Truck No.:
1736
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Plant: 123
Ticket No.: 12333175
Result Specification
61/2 5-7
4.3 3-6
95
90
144.8
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Laboratory Test Data
Strength
Fracture Tested
Age at
Maximum
Set
Specimen
Avg Diam.
Area
Date
Date
Test
Load
No.
ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
1
A
4.00
12.57
10/05/18
10/08/18
4
57,220
1
B
4.00
12.57
10/05/18
10/11/18
7
62,200
1
C
4.00
12.57
10/05/18
11/01/18
28
79,990
1
D
4.00
12.57
10/05/18
11/01/18
28
79,040
1
E
4.00
12.57
10/05/18
11/01/18
28
76,940
Average
(28 days)
1
F
10/05/18
Hold
Initial
Cure: Outside
Final Cure: Moist Room
10/04/18 Sample Time: 1406
Christopher Thompson
Clear
9/36 Batch Size (cy): 9
Bucket & lift
Garage Elevator Wall Upturn Beam,
Grid Line P9/15
Garage Elevator Wall Upturn Beam
4th and 5th Floor, Grid Line
P9 -P11/15; Columns, Grid Line,
P8/15, P12/15, P10/18, P11/18,
P12/17.8
Compressive
Strength
Fracture Tested
(psi)
Type By
4,550
4
4,950
4
6,370
3
6,290
4
6,120
2
6,260
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.: Christopher Thompson
Reported To:
Contractor:
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 Irerracon
Report Number: 95181011.0482
Service Date: 10/04/18 2501 E Loop 820 N
Report Date: 11/05/18 Revision 2 - 28 -day results Fort Worth, TX 76118-6978
Task: Parking Garage 817-268-8600
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 Co, Ben Jensen
(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, Klint Robertson
(1) Manhattan Construction Co, Matthew Powell
(1) Manhattan Construction Co, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva