HomeMy WebLinkAboutTerracon - 9/27/2018 (3)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0473
Service Date: 09/27/18 2501 E Loop 820 N
Report Date: 10/26/18 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
Maximum
Material Information
Set Specimen Avg Diam.
Sample Information
Date Date
Specified Strength: 5,000
psi @
28 days
Sample Date:
09/27/18 Sample Time: 0257
(sq in)
Received Tested
(days)
Sampled By:
Gustavo Duenez
Mix ID: 9041
1 A 4.00
12.57
Weather Conditions:
Mostly Sunny
Supplier: ARGOS
4,280
2
Accumulative Yards:
9/32 Batch Size (cy): 9
Batch Time: 0222
Plant:
123
Placement Method:
Bucket & lift
Truck No.: 6288
Ticket No.:
12332893
Water Added Before (gal):
80,510
Field Test Data
3
1 D 4.00
Water Added After (gal):
10/25/18
28
83,440
6,640
Sample Location:
P1/17.8
Test
Result
Specification
Placement Location:
Upturned beam P1/15,18 P3,P4/15
Slump (in):
9
5-9
Average
Air Content (%):
6.0
3-6
1 F
Concrete Temp. (F):
85
50-95
Ambient Temp. (F):
75
Final Cure: Moist Room
Plastic Unit Wt. (pcf):
144.8
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
09/29/18
2
53,750
4,280
2
1 B 4.00
12.57
10/04/18
7
65,060
5,180
3
1 C 4.00
12.57
10/25/18
28
80,510
6,410
3
1 D 4.00
12.57
10/25/18
28
83,440
6,640
2
1 E 4.00
12.57
10/25/18
28
81,240
6,460
4
Average
(28 days)
6,500
1 F
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.: Gustavo Duenez
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: 95181011.0473
Service Date: 09/27/18 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