HomeMy WebLinkAboutTerracon - 12/11/2018 (3)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0511
Service Date: 10/30/18 2501 E Loop 820 N
Report Date: 12/11/18 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
Age at
Material Information
Compressive
Sample Information
Area
Specified Strength: 5,000
psi @
28 days
Sample Date:
10/30/18 Sample Time: 1700
Fracture Tested
No. ID (in)
(sq in)
Sampled By:
Norman Noel
Mix ID: 9727
(lbs)
(psi)
Weather Conditions:
Partly cloudy
Supplier: Argos
10/31/18
11/06/18
Accumulative Yards:
7/13 Batch Size (cy): 7
Batch Time: 1601
Plant:
123
Placement Method:
Bucket & lift
Truck No.: 5112
Ticket No.:
12333727
Water Added Before (gal):
13
Field Test Data
12.57
10/31/18
Water Added After (gal):
0
93,360
7,430
5
Sample Location:
Column: P1 -P4/18, P3/17, P3/16.
Test
Result
Specification
Placement Location:
Column: P1 -P2/15, P1 -P4/18.
Slump (in):
7
5-7
P1/15.3, P3,P4,/16, P3/17.
Air Content (%):
4.0
3-6
1 E
Concrete Temp. (F):
84
50-90
Hold
Ambient Temp. (F):
79
Initial Cure: Outside
Final Cure: Moist Room
Plastic Unit Wt. (pcf):
143.2
Yield (Cu. Yds.):
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
10/31/18
11/06/18
7
73,050
5,810
4
1 B 4.00
12.57
10/31/18
11/27/18
28
90,060
7,170
3
1 C 4.00
12.57
10/31/18
11/27/18
28
93,360
7,430
5
1 D 4.00
12.57
10/31/18
11/27/18
28
88,060
7,010
4
Average
(28 days)
7,200
1 E
10/31/18
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.: 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.
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Distribution Page Irerracon
Report Number: 95181011.0511
Service Date: 10/30/18 2501 E Loop 820 N
Report Date: 12/11/18 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) JQ Engineering, Mike Oler
(1) Manhattan Construction Company, Ben Jensen
(1) Manhattan Construction Company, Chase Pritchard
(1) Manhattan Construction Company, Daniel Rideau
(1) Manhattan Construction Company, David Saiter
(1) Manhattan Construction Company, Frederick Moore
(1) Manhattan Construction Company, Klint Robertson
(1) Manhattan Construction Company, Matthew Powell
(1) Manhattan Construction Company, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva