HomeMy WebLinkAboutTerracon - 10/8/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0486
Service Date: 10/08/18 2501 E Loop 820 N
Report Date: 10/09/18 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
Specimen
Avg Diam.
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Date
Material Information
Test Load
Strength Fracture Tested
Sample Information
ID
Specified Strength: 5,000
psi @ 28
days
Sample Date:
10/08/18 Sample Time: 0820
(psi) Type By
1
A
Sampled By:
Norman Noel
Mix ID: 9041
10/10/18
2 68,120
Weather Conditions:
Cloudy/windy
Supplier: Argos
4.00
12.57
Accumulative Yards:
45/126 Batch Size (cy): 9
Batch Time: 0800
Plant:
104
Placement Method:
Pump
Truck No.: 5092
Ticket No.:
10442465
Water Added Before (gal):
10
Field Test Data
D
4.00
Water Added After (gal):
0
11/05/18
28
Sample Location:
SOG: P8.4/16.6. Sample 1.
Test
Result
Specification
Placement Location:
SOG: Lvl 4 ramp. P8 -P12/16-17. see
Slump (in):
8
6-9
attachments.
Air Content (%):
4.1
3-6
Initial
Concrete Temp. (F):
91
50-104
Final Cure:
Moist Room
Ambient Temp. (F):
77
Plastic Unit Wt. (pcf):
145.6
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
10/09/18
10/10/18
2 68,120
5,420 4
1
B
4.00
12.57
10/09/18
10/15/18
7
1
C
4.00
12.57
10/09/18
11/05/18
28
1
D
4.00
12.57
10/09/18
11/05/18
28
1
E
4.00
12.57
10/09/18
11/05/18
28
1
F
10/09/18
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.: Norman Noel
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: 95181011.0486
Service Date: 10/08/18 2501 E Loop 820 N
Report Date: 10/09/18 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: 0948 Plant: 104
Truck No.: 5097 Ticket No.: 10442480
Field Test Data
Test Result
Specification
Slump (in):
8 1/2
6-9
Air Content (%):
4.1
3-6
Concrete Temp. (F):
96
50-104
Ambient Temp. (F):
76
10
Plastic Unit Wt. (pcf):
144.8
Sample Location:
Yield (Cu. Yds.):
Placement Location:
SOG: Lvl 4 ramp. P8 -P12/16-17. see
Laboratory Test Data
attachments.
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:
10/08/18 Sample Time: 1030
Sampled By:
Norman Noel
Weather Conditions:
Cloudy/sprinkling
Accumulative Yards:
126/126 Batch Size (cy): 9
Placement Method:
Pump
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
SOG: P10.2/16.2. Smaple 2.
Placement Location:
SOG: Lvl 4 ramp. P8 -P12/16-17. see
28
attachments.
Age at Maximum Compressive
Test Load Strength Fracture Tested
(days) (lbs) (psi) Type By
2
A
4.00
12.57
10/09/18
10/10/18
2 68,980 5,490 2
2
B
4.00
12.57
10/09/18
10/15/18
7
2
C
4.00
12.57
10/09/18
11/05/18
28
2
D
4.00
12.57
10/09/18
11/05/18
28
2
E
4.00
12.57
10/09/18
11/05/18
28
2
F
10/09/18
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.: 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.
Cx000t, 11-16-12, xev.6 Page 2 of 2
Grapevine Main Phase 1 Site Plan:
Report Number: 95181011.0486
1rerracon
815 South Main Street Technician: Norman Noel
2501 E Loop 820 N
Grapevine, TX 76051 Date: 10/08/18
Fort Worth, TX 76118-6978
Scale: Not to Scale
817-268-8600 Reg No: F-3272
BDOOOP, 08-24-13, Rev.O
Distribution Page Irerracon
Report Number: 95181011.0486
Service Date: 10/08/18 2501 E Loop 820 N
Report Date: 10/09/18 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, 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