HomeMy WebLinkAboutTerracon - 10/20/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0498
Service Date: 10/20/18 2501 E Loop 820 N
Report Date: 10/21/18 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
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Area
Material Information
Date
Sample Information
Strength Fracture Tested
Specified Strength: 5,000
psi @ 28 days
Sample Date:
10/20/18 Sample Time: 0920
Received
Tested
Sampled By:
Norman Noel
Mix ID: 9041
A
Weather Conditions:
Partly cloudy
Supplier: Argos
10/22/18
Accumulative Yards:
90/324 Batch Size (cy): 9
Batch Time: 0830
Plant: 123
Placement Method:
Pump
Truck No.: 6284
Ticket No.: 12333412
Water Added Before (gal):
10
1
C
Water Added After (gal):
0
Field Test Data
11/17/18
Sample Location:
SOD: P2/17.3.
Test
Result Specification
Placement Location:
SOD: 5th floor. P1 -P5/18-16
Slump (in):
9 5-9
28
P1 -P4/16-15.
Air Content (%):
6.0 3-6
4.00
12.57
Concrete Temp. (F):
80
28
Ambient Temp. (F):
58
Plastic Unit Wt. (pcf):
132.4
Hold
Yield (Cu. Yds.):
Cure: Outside
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
10/22/18
10/22/18
2 67,810
5,400 2
1
B
4.00
12.57
10/22/18
10/27/18
7
1
C
4.00
12.57
10/22/18
11/17/18
28
1
D
4.00
12.57
10/22/18
11/17/18
28
1
E
4.00
12.57
10/22/18
11/17/18
28
1
F
10/22/18
Hold
Initial
Cure: Outside
Final Cure:
Moist Room
Comments: Sample from back of truck.
Samples Made By: Terracon
Services:
Terracon Rep.: Norman Noel
Reported To: David Saiter w/ Manhattan
Contractor:
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 Pagel of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0498
Service Date: 10/20/18 2501 E Loop 820 N
Report Date: 10/21/18 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
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 5,000 psi @ 28 days
Mix ID: 9041
Supplier: Argos
Batch Time: 1010 Plant: 123
Truck No.: 5114 Ticket No.: 12333424
Field Test Data
Test Result Specification
Slump (in): 8 5-9
Air Content (%): 6.0 3-6
Concrete Temp. (F): 81
Ambient Temp. (F): 62
Plastic Unit Wt. (pcf): 131.6
Yield (Cu. Yds.):
Sample Date:
10/20/18 Sample Time: 1045
Sampled By:
Norman Noel
Weather Conditions:
Partly cloudy
Accumulative Yards:
189/324 Batch Size (cy): 9
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
SOD: P4/16.7.
Placement Location:
SOD: 5th floor. P1 -P5/18-16
4.00
PI -P4/16-15.
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
2
A
4.00
12.57
10/22/18
10/22/18
2 62,900
5,010 4
2
B
4.00
12.57
10/22/18
10/27/18
7
2
C
4.00
12.57
10/22/18
11/17/18
28
2
D
4.00
12.57
10/22/18
11/17/18
28
2
E
4.00
12.57
10/22/18
11/17/18
28
2
F
10/22/18
Hold
Initial
Cure: Outside
Final Cure:
Moist Room
Comments: Sample from back of truck.
Samples Made By: Terracon
Services:
Terracon Rep.: Norman Noel
Reported To: David Saiter w/ Manhattan
Contractor:
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 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0498
Service Date: 10/20/18 2501 E Loop 820 N
Report Date: 10/21/18 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
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Area
Material Information
Date
Sample Information
Strength Fracture Tested
Specified Strength: 5,000
psi @ 28 days
Sample Date:
10/20/18 Sample Time: 1300
Received
Tested
Sampled By:
Norman Noel
Mix ID: 9041
A
Weather Conditions:
Partly cloudy
Supplier: Argos
10/22/18
Accumulative Yards:
306/324 Batch Size (cy): 9
Batch Time: 1200
Plant: 123
Placement Method:
Pump
Truck No.: 5114
Ticket No.: 12333436
Water Added Before (gal):
10
Field Test Data
C
Water Added After (gal):
0
10/22/18
11/17/18
Sample Location:
SOD: P2.2/15.
Test
Result Specification
Placement Location:
SOD: 5th floor. P1 -P5/18-16
Slump (in):
9 5-9
28
P1 -P4/16-15.
Air Content (%):
4.8 3-6
4.00
12.57
Concrete Temp. (F):
84
28
Ambient Temp. (F):
66
Plastic Unit Wt. (pcf):
132.0
Hold
Yield (Cu. Yds.):
Cure: Outside
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
3
A
4.00
12.57
10/22/18
10/22/18
2 43,970
3,500 4
3
B
4.00
12.57
10/22/18
10/27/18
7
3
C
4.00
12.57
10/22/18
11/17/18
28
3
D
4.00
12.57
10/22/18
11/17/18
28
3
E
4.00
12.57
10/22/18
11/17/18
28
3
F
10/22/18
Hold
Initial
Cure: Outside
Final Cure:
Moist Room
Comments: Sample from back of truck.
Samples Made By: Terracon
Services:
Terracon Rep.: Norman Noel
Reported To: David Saiter w/ Manhattan
Contractor:
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 3 of 3
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Grapevine Main Phase 1
Site Plan:
flerracon
Report Number: 95181011.0498
815 South Main Street
Technician: Norman Noel 2501 E Loop 820 N
Grapevine, TX 76051
Date: 10/20/18 Fort Worth, TX 76118-6978
Scale: Not to Scale 817-268-8600 Reg No: F-3272
BDOOOL, 08-24-13, Rev.1
Distribution Page Irerracon
Report Number: 95181011.0498
Service Date: 10/20/18 2501 E Loop 820 N
Report Date: 10/21/18 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, 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