HomeMy WebLinkAboutTerracon - 11/26/2018 (3)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0549
Service Date: 11/15/18 2501 E Loop 820 N
Report Date: 11/26/18 Revision 1 - 2 -day results 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.: 12334065
Field Test Data
Test Result Specification
Slump (in): 8 5-9
Air Content (%): 4.6 3-6
Concrete Temp. (F): 56
Ambient Temp. (F): 38
Plastic Unit Wt. (pcf): 144.8
Yield (Cu. Yds.):
Sample Date:
11/15/18 Sample Time: 0817
Sampled By:
Christopher Thompson
Weather Conditions:
Clear
Accumulative Yards:
18/324 Batch Size (cy): 9
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Grid Line, P1/15.1
Placement Location:
Garage Level 6, Pour 2, Grild Line
(psi)
P1 -P5/15-18
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
11/16/18
11/17/18
2
55,440
4,410
5
1
B
4.00
12.57
11/16/18
11/21/18
6
71,770
5,710
4
1
C
4.00
12.57
11/16/18
12/13/18
28
1
D
4.00
12.57
11/16/18
12/13/18
28
1
E
4.00
12.57
11/16/18
12/13/18
28
1
F
11/16/18
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.: Christopher Thompson
Reported To:
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 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0549
Service Date: 11/15/18 2501 E Loop 820 N
Report Date: 11/26/18 Revision 1 - 2 -day results 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:
1035 Plant: 123
Truck No.:
5114 Ticket No.: 12334087
Field Test Data
Test Result Specification
Slump (in): 9 5-9
Air Content (%): 6.0 3-6
Concrete Temp. (F): 58
Ambient Temp. (F): 56
Plastic Unit Wt. (pcf): 141.6
Yield (Cu. Yds.):
Sample Date:
11/15/18 Sample Time: 1058
Sampled By:
Christopher Thompson
Weather Conditions:
Clear
Accumulative Yards:
117/324 Batch Size (cy): 9
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Grid Line, P3.7/16.3
Placement Location:
Garage Level 6, Pour 2, Grild Line
(psi)
P1 -P5/15-18
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
11/16/18
11/17/18
2
45,210
3,600
2
2
B
4.00
12.57
11/16/18
11/21/18
6
60,690
4,830
5
2
C
4.00
12.57
11/16/18
12/13/18
28
2
D
4.00
12.57
11/16/18
12/13/18
28
2
E
4.00
12.57
11/16/18
12/13/18
28
2
F
11/16/18
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.: Christopher Thompson
Reported To:
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 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0549
Service Date: 11/15/18 2501 E Loop 820 N
Report Date: 11/26/18 Revision 1 - 2 -day results 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:
1230 Plant: 123
Truck No.:
1737 Ticket No.: 12334108
Field Test Data
Test Result Specification
Slump (in): 9 5-9
Air Content (%): 6.0 3-6
Concrete Temp. (F): 63
Ambient Temp. (F): 64
Plastic Unit Wt. (pcf): 141.6
Yield (Cu. Yds.):
Sample Date:
11/15/18 Sample Time: 1320
Sampled By:
Christopher Thompson
Weather Conditions:
Clear
Accumulative Yards:
216/324 Batch Size (cy): 9
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Grid Line, P2.9/17.5
Placement Location:
Garage Level 6, Pour 2, Grild Line
(psi)
P1 -P5/15-18
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
11/16/18
11/17/18
2
50,830
4,040
3
3
B
4.00
12.57
11/16/18
11/21/18
6
75,040
5,970
2
3
C
4.00
12.57
11/16/18
12/13/18
28
3
D
4.00
12.57
11/16/18
12/13/18
28
3
E
4.00
12.57
11/16/18
12/13/18
28
3
F
11/16/18
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.: Christopher Thompson
Reported To:
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 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0549
Service Date: 11/15/18 2501 E Loop 820 N
Report Date: 11/26/18 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:
1628 Plant: 123
Truck No.:
9008 Ticket No.: 12334134
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 5-9
6.0 3-6
60
63
142.0
Set
Specimen
Avg Diam.
Area
Date
No.
ID
(in)
(sq in)
Received
4
A
4.00
12.57
11/16/18
4
B
4.00
12.57
11/16/18
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:
11/15/18 Sample Time: 1656
Christopher Thompson
Clear
315/324 Batch Size (cy): 9
Pump
0
0
Grid Line, P4/17.9
Garage Level 6, Pour 2, Grild Line
P1 -P5/15-18
Age at Maximum Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
11/17/18
2
43,190
3,440
11/21/18
6
69,590
5,540
4 C 4.00 12.57 11/16/18 12/13/18 28
4 D 4.00 12.57 11/16/18 12/13/18 28
4 E 4.00 12.57 11/16/18 12/13/18 28
4 F 11/16/18 Hold
Initial Cure: Outside Final Cure: Moist Room
Comments:
Fracture Tested
Type By
5
3
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.: Christopher Thompson
Reported To:
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 4 of 4
Distribution Page Irerracon
Report Number: 95181011.0549
Service Date: 11/15/18 2501 E Loop 820 N
Report Date: 11/26/18 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 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