HomeMy WebLinkAboutTerracon - 9/6/2018 (7)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0445
Service Date: 09/06/18 2501 E Loop 820 N
Report Date: 10/05/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978
Task: Parking Garage 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: 5,000 psi @
Mix ID:
9727
Supplier:
ARGOS
Batch Time:
0225
Truck No.:
5112
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory 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:
111
Placement Method:
Ticket No.:
11122650
Water Added Before (gal):
(in)
(sq in)
Water Added After (gal):
A
4.00
Sample Location:
Result
Specification
4.00
7
5-7
Placement Location:
3.2
3-6
1
85
50-95
12.57
88
144.8
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
Age at Maximum
Date Date
Test
Load
Received Tested
(days)
(lbs)
09/13/18
7
75,620
10/04/18
28
87,270
10/04/18
28
86,450
10/04/18
28
89,790
Average (28 days)
1 E Hold
Initial Cure: Outside Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
12 bags of ice added at plant
09/06/18 Sample Time: 1530
Kristopher McGarry
Clear
6/12 Batch Size (cy): 6
Bucket & lift
0
0
Column between 3rd & 4th level
parking @ P1/15
Columns between 3rd and 4th level
parking @ P1/15, P3/15, P4/15,
P8/15, P10/15, P9/15, P4/17
Compressive
Strength
Fracture Tested
(psi)
Type By
6,020
4
6,940
3
6,880
2
7,150
4
6,990
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.: Kristopher McGarry
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
Distribution Page Irerracon
Report Number: 95181011.0445
Service Date: 09/06/18 2501 E Loop 820 N
Report Date: 10/05/18 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