HomeMy WebLinkAboutTerracon - 8/31/2018 (5)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0439
Service Date: 08/31/18 2501 E Loop 820 N
Report Date: 09/28/18 Revision 1 - 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 Sample Date:
08/31/18 Sample Time: 1315
Sampled By:
Daniel Blocker
Mix ID: 9727
Weather Conditions:
clear
Supplier: Argos
Accumulative Yards:
9 Batch Size (cy): 9
Batch Time: 1215
Plant:
Placement Method:
bucket
Truck No.: 4073
Ticket No.:
123332289 Water Added Before (gal):
0
Field Test Data
Water Added After (gal):
0
Sample Location:
BUMPER WALL @ P3,P4-15
Test
Result
Specification Placement Location:
Bumper wall @(P 1,P2-15) (P3,P4-15)
Slump (in):
7
5-7
Upturn beam (P4,P6-18) Columns
Air Content (%):
5.0
3-6
(P2,P3-18)(P3-16,17)
Concrete Temp. (F):
90
Ambient Temp. (F):
95
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
43.5
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
09/06/18 6 44,510
3,540 4
1 B 4.00
12.57
09/28/18 28 63,700
5,070 5
1 C 4.00
12.57
09/28/18 28 61,290
4,880 3
1 D 4.00
12.57
09/28/18 28 63,840
5,080 2
Average (28 days)
5,010
1 E
Hold
Initial Cure: Outside
Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
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:
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 Irerracon
Report Number: 95181011.0439
Service Date: 08/31/18 2501 E Loop 820 N
Report Date: 09/28/18 Revision 1 - 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, 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, 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, Jaehyung Ahn
(1) Manhattan Construction Co, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva