HomeMy WebLinkAboutTerracon - 11/9/2018 (3)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0513
Service Date: 11/01/18 2501 E Loop 820 N
Report Date: 11/09/18 Revision 1 - 2 -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 @ 28 days
Mix ID: 9041
Supplier: Argos
Batch Time: 0645 Plant: 110
Truck No.: 4071 Ticket No.: 11032908
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Result
Specification
6
5-9
3.1
3-6
70
50-104
49
10/180 Batch Size (cy): 10
152.0
Pump
Set Specimen Avg Diam. Area Date Date
No. ID (in) (sq in) Received Tested
Project
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Sample Information
A
Sample Date:
11/01/18 Sample Time: 0730
Sampled By:
Jeremy Washington
Weather Conditions:
Clear
Accumulative Yards:
10/180 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
10
Sample Location:
Grid Line P10/15-15.2
Placement Location:
Slab, Level 5, Pour 4, Grid Line
28
P10 -P13/15-18
Age at Maximum Compressive
Test Load Strength Fracture Tested
(days) (lbs) (psi) Type By
1
A
4.00
12.57
11/02/18
11/03/18
2 74,250 5,910 2
1
B
4.00
12.57
11/02/18
11/08/18
7 101,700 8,090 4
1
C
4.00
12.57
11/02/18
11/29/18
28
1
D
4.00
12.57
11/02/18
11/29/18
28
1
E
4.00
12.57
11/02/18
11/29/18
28
1
F
11/02/18
Hold
Initial Cure: Outside
Final Cure: Moist Room
Comments:
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.: Jeremy Washington
Reported To: David Saiter w/ Manhattan
Contractor: Manhattan
Report Distribution:
See attached distribution list.
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 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0513
Service Date: 11/01/18 2501 E Loop 820 N
Report Date: 11/09/18 Revision 1 - 2 -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 @ 28 days
Mix ID: 9041
Supplier: Argos
Batch Time: 0842 Plant: 110
Truck No.: 4030 Ticket No.: 10909124
Field Test Data
Test Result
Specification
Slump (in):
8
5-9
Air Content (%):
3.0
3-6
Concrete Temp. (F):
70
50-104
Ambient Temp. (F):
50
10
Plastic Unit Wt. (pcf):
149.0
Sample Location:
Yield (Cu. Yds.):
Placement Location:
Slab, Level 5, Pour 4, Grid Line
Laboratory Test Data
P10 -P13/15-18
D
Set Specimen Avg Diam.
Area
Date Date
No. ID (in)
(sq in)
Received Tested
Project
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Sample Information
A
Sample Date:
11/01/18 Sample Time: 1000
Sampled By:
Jeremy Washington
Weather Conditions:
Clear
Accumulative Yards:
130/180 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Grid Line P12/15.7
Placement Location:
Slab, Level 5, Pour 4, Grid Line
28
P10 -P13/15-18
Age at Maximum Compressive
Test Load Strength Fracture Tested
(days) (lbs) (psi) Type By
2
A
4.00
12.57
11/02/18
11/03/18
2 37,980 3,020 4
2
B
4.00
12.57
11/02/18
11/08/18
7 58,980 4,690 5
2
C
4.00
12.57
11/02/18
11/29/18
28
2
D
4.00
12.57
11/02/18
11/29/18
28
2
E
4.00
12.57
11/02/18
11/29/18
28
2
F
11/02/18
Hold
Initial Cure: Outside
Final Cure: Moist Room
Comments:
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.: Jeremy Washington
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 2 of 2
Distribution Page Irerracon
Report Number: 95181011.0513
Service Date: 11/01/18 2501 E Loop 820 N
Report Date: 11/09/18 Revision 1 - 2 -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 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, Klint Robertson
(1) Manhattan Construction Co, Matthew Powell
(1) Manhattan Construction Co, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva