HomeMy WebLinkAboutTerracon - 10/3/2018 (2)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0481
Service Date: 10/03/18 2501 E Loop 820 N
Report Date: 10/10/18 Revision 1 - 7 -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
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 6206
Supplier: Argos
Batch Time: 1204 Plant: 104
Truck No.: 5099 Ticket No.: 10442186
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
41/2
3-5
0.9
0-3
95
50-95
87
4.00
150.4
10/04/18
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
10/04/18
Initial Cure: Outside
7
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
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
12.57
10/04/18
10/10/18
7
45,010
12.57
10/04/18
10/31/18
28
12.57
10/04/18
10/31/18
28
12.57
10/04/18
10/31/18
28
10/04/18
Hold
Final Cure: Moist Room
Comments: ***From back of truck.
Samples Made By: Terracon
10/03/18 Sample Time: 1310
Norman Noel
Partly cloudy
20/60 Batch Size (cy): 10
Pump
10
0
Interior SOG: Sample 1.
Interior SOG: Hotel Basement. see
attachments.
Compressive
Strength Fracture Tested
(psi) Type By
3,580 5
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Norman Noel
Reported To: David Saiter 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
I
REFERENCE ONLY
sHnFZEo FOiJNOAT�OfJ Faz�Es
ForecEs {�c ate}
LOC'AT�OfJ
1 Bfi.SEhAENT FLOOR FOIJNaATION PL.N
Grapevine Main Phase 1
Site Plan:
flerracon
Report Number: 95181011.0481
815 South Main Street
Technician: Norman Noel 2501 E Loop 820 N
Grapevine, TX 76051
Date: 10/03/18 Fort Worth, TX 76118-6978
Scale: Not to Scale 817-268-8600 Reg No: F-3272
BDOOOL, 08-24-13, Rev.1
Distribution Paae
Report Number: 95181011.0481
Service Date: 10/03/18
Report Date: 10/10/18 Revision 1 - 7 -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) City of Grapevine TX, Paul M Lee
(1) City of Grapevine TX, Scott Williams
(1) City of Grapevine TX, sbatte@grapevinetexas.gov
(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, Chase Pritchard
(1) Manhattan Construction Co, Daniel Rideau
(1) Manhattan Construction Co, David Saiter
(1) Manhattan Construction Co, Frederick Moore
(1) Manhattan Construction Co, Jaehyung Ahn
(1) Manhattan Construction Co, Klint Robertson
(1) Manhattan Construction Co, Matthew Powell
(1) Manhattan Construction Co, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600