HomeMy WebLinkAboutTerracon - 12/12/2018 (4)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0562
Service Date: 11/27/18 2501 E Loop 820 N
Report Date: 12/12/18 Revision 1 - Incorrect Placment Location 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:
0800 Plant:
Truck No.:
1737 Ticket No.: 12334539
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
9
6-9
4.5
3-6
55
50-104
35
4.00
147.2
11/28/18
Laboratory Test Data
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
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at
Maximum
Test
Load
(days)
(lbs)
11/27/18 Sample Time:
Conrado Molina
Clear
9 Batch Size (cy):
Pump
0
0
PT slab level 6 pour 22
P11.5/17.9
0830
Compressive
Strength Fracture Tested
(psi) Type By
1
A
4.00
12.57
11/28/18
11/29/18
2 48,160 3,830 2
1
B
4.00
12.57
11/28/18
12/04/18
7 71,350 5,680 4
1
C
4.00
12.57
11/28/18
12/25/18
28
1
D
4.00
12.57
11/28/18
12/25/18
28
1
E
4.00
12.57
11/28/18
12/25/18
28
1
F
11/28/18
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
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 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0562
Service Date: 11/27/18 2501 E Loop 820 N
Report Date: 12/12/18 Revision 1 - Incorrect Placment Location 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: 0900 Plant:
Truck No.: 6027 Ticket No.: 11124791
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
9
6-9
4.9
3-6
60
50-104
50
2
146.0
4.00
Laboratory Test Data
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
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at
Maximum
Test
Load
(days)
(lbs)
11/27/18 Sample Time:
Conrado Molina
Clear
81 Batch Size (cy):
Pump
0
0
PT slab level 6 pour 22
P12/16.8
0930
Compressive
Strength Fracture Tested
(psi) Type By
2
A
4.00
12.57
11/28/18
11/29/18
2
33,740
2,680 5
2
B
4.00
12.57
11/28/18
11/30/18
3
43,850
3,490 4
2
C
4.00
12.57
11/28/18
12/04/18
7
57,210
4,550 3
2
D
4.00
12.57
11/28/18
12/25/18
28
2
E
4.00
12.57
11/28/18
12/25/18
28
2
F
4.00
12.57
11/28/18
12/25/18
28
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
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 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0562
Service Date: 11/27/18 2501 E Loop 820 N
Report Date: 12/12/18 Revision 1 - Incorrect Placment Location 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:
1200 Plant:
Truck No.:
5114 Ticket No.: 12334578
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
9
6-9
4.0
3-6
60
50-104
50
4.00
146.4
11/28/18
Laboratory Test Data
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
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at
Maximum
Test
Load
(days)
(lbs)
11/27/18 Sample Time:
Conrado Molina
Clear
9 Batch Size (cy):
Pump
0
0
Garage Pour Strip Level 3
P1/15
1230
Compressive
Strength Fracture Tested
(psi) Type By
3
A
4.00
12.57
11/28/18
12/03/18
6 61,490 4,890 4
3
B
4.00
12.57
11/28/18
12/04/18
7 60,580 4,820 5
3
C
4.00
12.57
11/28/18
12/25/18
28
3
D
4.00
12.57
11/28/18
12/25/18
28
3
E
4.00
12.57
11/28/18
12/25/18
28
3
F
11/28/18
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
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 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0562
Service Date: 11/27/18 2501 E Loop 820 N
Report Date: 12/12/18 Revision 1 - Incorrect Placment Location 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:
1400 Plant:
Truck No.:
6283 Ticket No.: 12334590
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
6-9
4.0
3-6
60
50-104
50
9 Batch Size (cy): 9
147.2
Bucket & lift
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:
11/27/18 Sample Time: 1430
Sampled By:
Conrado Molina
Weather Conditions:
Clear
Accumulative Yards:
9 Batch Size (cy): 9
Placement Method:
Bucket & lift
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Parking Garage Upturn Beam
Placement Location:
Upturn Beam P4 -P6/18
Age at Maximum Compressive
Test Load Strength Fracture Tested
(days) (lbs) (psi) Type By
4
A
4.00
12.57
11/28/18
11/29/18
2 35,700 2,840 4
4
B
4.00
12.57
11/28/18
12/04/18
7 63,900 5,090 2
4
C
4.00
12.57
11/28/18
12/25/18
28
4
D
4.00
12.57
11/28/18
12/25/18
28
4
E
4.00
12.57
11/28/18
12/25/18
28
4
F
11/28/18
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
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 4 of 4
Distribution Page Irerracon
Report Number: 95181011.0562
Service Date: 11/27/18 2501 E Loop 820 N
Report Date: 12/12/18 Revision 1 - Incorrect Placment Location 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 Company, Ben Jensen
(1) Manhattan Construction Company, Chase Pritchard
(1) Manhattan Construction Company, Daniel Rideau
(1) Manhattan Construction Company, David Saiter
(1) Manhattan Construction Company, Frederick Moore
(1) Manhattan Construction Company, Klint Robertson
(1) Manhattan Construction Company, Matthew Powell
(1) Manhattan Construction Company, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva