HomeMy WebLinkAboutTerracon - 9/13/2018 (2)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0453A
Service Date: 09/13/18 2501 E Loop 820 N
Report Date: 10/26/18 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:
1344
Truck No.:
9007
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: 123
Ticket No.: 12332522
Result Specification
7 5-7
4.2 3-6
91
86
147.6
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:
Age at Maximum
Date Date
Test
Load
Received Tested
(days)
(lbs)
09/20/18
7
52,450
10/11/18
28
66,470
10/11/18
28
64,070
10/11/18
28
66,090
Average (28 days)
09/13/18 Sample Time: 1440
Kristopher McGarry
Clear, low wind
7/14 Batch Size (cy): 7
Bucket & lift
0
0
Column between 3rd and 4th level
parking @ P10/16
Columns between 3rd and 4th level of
parking @ P10/16, P11/16, P12/16,
P10/17, P12/17, P11/17 and walls on
3rd level parking from P 11-P 12 &
P5 -P6 on lone 18, P11 -P13 on line 15
Compressive
Strength
Fracture Tested
(psi)
Type By
4,170
4
5,290
2
5,100
4
5,260
3
5,220
1 E Hold
Initial Cure: Outside Final Cure: Moist Room
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.: 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: 95181011.0453A
Service Date: 09/13/18 2501 E Loop 820 N
Report Date: 10/26/18 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, 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) 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