HomeMy WebLinkAboutTerracon - 10/26/2018 (2)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0506
Service Date: 10/26/18 2501 E Loop 820 N
Report Date: 10/31/18 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: 0700 Plant: 123
Truck No.: 5112 Ticket No.: 12333600
Field Test Data
Test
Result
Specification
Slump (in):
9
6-9
Air Content (%):
3.5
3-6
Concrete Temp. (F):
60
50-104
Ambient Temp. (F):
50
Sample Location:
Plastic Unit Wt. (pcf):
153.3
Post Tension Slab Parking Garage
Yield (Cu. Yds.):
Sample Date:
10/26/18 Sample Time: 0730
Sampled By:
Conrado Molina
Weather Conditions:
Clear
Accumulative Yards:
270 Batch Size (cy): 9
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
P6/15.5
Placement Location:
Post Tension Slab Parking Garage
4.00
Placement 17
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
F
4.00
12.57
10/27/18
10/29/18
3 85,540
6,810 2
1
A
4.00
12.57
10/27/18
11/02/18
7
1
B
4.00
12.57
10/27/18
11/23/18
28
1
C
4.00
12.57
10/27/18
11/23/18
28
1
D
4.00
12.57
10/27/18
11/23/18
28
1
E
10/27/18
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.: Conrado Molina
Reported To: David w/ Manhattan, Omar 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 Pagel of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0506
Service Date: 10/26/18 2501 E Loop 820 N
Report Date: 10/31/18 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: 1000 Plant: 123
Truck No.: 6018 Ticket No.: 11032691
Field Test Data
Test
Result
Specification
Slump (in):
9
6-9
Air Content (%):
5.5
3-6
Concrete Temp. (F):
70
50-104
Ambient Temp. (F):
50
Sample Location:
Plastic Unit Wt. (pcf):
146.0
Post Tension Slab Parking Garage
Yield (Cu. Yds.):
Sample Date:
10/26/18 Sample Time: 1100
Sampled By:
Conrado Molina
Weather Conditions:
Clear
Accumulative Yards:
270 Batch Size (cy): 126
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
P9.5/15.8
Placement Location:
Post Tension Slab Parking Garage
4.00
Placement 17
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
10/27/18
10/29/18
3 62,080
4,940 4
2
B
4.00
12.57
10/27/18
11/02/18
7
2
C
4.00
12.57
10/27/18
11/23/18
28
2
D
4.00
12.57
10/27/18
11/23/18
28
2
E
4.00
12.57
10/27/18
11/23/18
28
2
F
10/27/18
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.: Conrado Molina
Reported To: David w/ Manhattan, Omar 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 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0506
Service Date: 10/26/18 2501 E Loop 820 N
Report Date: 10/31/18 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: 1300 Plant: 123
Truck No.: 5112 Ticket No.: 12333626
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
9
6-9
4.2
3-6
73
50-104
60
270 Batch Size (cy): 207
151.6
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:
10/26/18 Sample Time: 1400
Sampled By:
Conrado Molina
Weather Conditions:
Clear
Accumulative Yards:
270 Batch Size (cy): 207
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
P7/17.4
Placement Location:
Post Tension Slab Parking Garage
28
Placement 17
Age at Maximum Compressive
Test Load Strength Fracture Tested
(days) (lbs) (psi) Type By
3
A
4.00
12.57
10/27/18
10/29/18
3 68,400 5,440 4
3
B
4.00
12.57
10/27/18
11/02/18
7
3
C
4.00
12.57
10/27/18
11/23/18
28
3
D
4.00
12.57
10/27/18
11/23/18
28
3
E
4.00
12.57
10/27/18
11/23/18
28
3
F
10/27/18
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.: Conrado Molina
Reported To: David w/ Manhattan, Omar 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 3 of 3
Distribution Page Irerracon
Report Number: 95181011.0506
Service Date: 10/26/18 2501 E Loop 820 N
Report Date: 10/31/18 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