HomeMy WebLinkAboutTerracon - 12/28/2018 (3)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0562
Service Date: 11/27/18 2501 E Loop 820 N
Report Date: 12/28/18 Revision 2 - 28 -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
Sample Date:
11/27/18 Sample Time: 0830
Sampled By:
Conrado Molina
Mix ID: 9041
Weather Conditions:
Clear
Supplier: Argos
Accumulative Yards:
9 Batch Size (cy): 9
Batch Time: 0800
Plant:
Placement Method:
Pump
Truck No.: 1737
Ticket No.:
12334539
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
PT slab level 6 pour 22
Test
Result
Specification
Placement Location:
P11.5/17.9
Slump (in):
9
6-9
Air Content (%):
4.5
3-6
Concrete Temp. (F):
55
50-104
Ambient Temp. (F):
35
Plastic Unit Wt. (pcf):
147.2
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
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 83,670
6,660 3
1 D 4.00
12.57
11/28/18
12/25/18
28 80,870
6,440 5
1 E 4.00
12.57
11/28/18
12/25/18
28 83,580
6,650 4
Average (28 days)
6,580
1 F
11/28/18
Hold
Initial Cure: Outside
Final Cure: Moist
Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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: 12/28/18 Revision 2 - 28 -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
Sample Date:
11/27/18
Sample Time: 0930
Sampled By:
Conrado Molina
Mix ID: 9041
Weather Conditions:
Clear
Supplier: Argos
Accumulative Yards:
81
Batch Size (cy): 9
Batch Time: 0900
Plant:
Placement Method:
Pump
Truck No.: 6027
Ticket No.:
11124791
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
PT slab level 6 pour 22
Test
Result
Specification
Placement Location:
P12/16.8
Slump (in):
9
6-9
Air Content (%):
4.9
3-6
Concrete Temp. (F):
60
50-104
Ambient Temp. (F):
50
Plastic Unit Wt. (pcf):
146.0
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
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 73,190
5,820
4
2 E 4.00
12.57
11/28/18
12/25/18
28 75,090
5,980
2
2 F 4.00
12.57
11/28/18
12/25/18
28 75,230
5,990
3
Average (28 days)
5,930
Initial Cure: Outside
Final Cure: Moist
Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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: 12/28/18 Revision 2 - 28 -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
Sample Date:
11/27/18 Sample Time: 1230
Sampled By:
Conrado Molina
Mix ID: 9041
Weather Conditions:
Clear
Supplier: Argos
Accumulative Yards:
9 Batch Size (cy): 9
Batch Time: 1200
Plant:
Placement Method:
Pump
Truck No.: 5114
Ticket No.:
12334578
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
Garage Pour Strip Level 3
Test
Result
Specification
Placement Location:
P1/15
Slump (in):
9
6-9
Air Content (%):
4.0
3-6
Concrete Temp. (F):
60
50-104
Ambient Temp. (F):
50
Plastic Unit Wt. (pcf):
146.4
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
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 79,350
6,310 4
3 D 4.00
12.57
11/28/18
12/25/18
28 81,570
6,490 5
3 E 4.00
12.57
11/28/18
12/25/18
28 76,500
6,090 3
Average (28 days)
6,300
3 F
11/28/18
Hold
Initial Cure: Outside
Final Cure: Moist
Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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: 12/28/18 Revision 2 - 28 -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: 1400
Plant:
Test
Load
Truck No.: 6283
Ticket No.:
12334590
35,700
Field Test Data
63,900
28
77,210
Test
Result
Specification
Slump (in):
6
6-9
Hold
Air Content (%):
4.0
3-6
Concrete Temp. (F):
60
50-104
Ambient Temp. (F):
50
Plastic Unit Wt. (pcf):
147.2
Yield (Cu. Yds.):
Laboratory Test Data
Set Specimen Avg Diam. Area
Date
Date
No. ID (in)
(sq in)
Received
Tested
4 A 4.00
12.57
11/28/18
11/29/18
4 B 4.00
12.57
11/28/18
12/04/18
4 C 4.00
12.57
11/28/18
12/25/18
4 D 4.00
12.57
11/28/18
12/25/18
4 E 4.00
12.57
11/28/18
12/25/18
4 F
Initial Cure: Outside
Sample Date: 11/27/18 Sample Time:
Sampled By: Conrado Molina
Weather Conditions: Clear
Accumulative Yards: 9 Batch Size (cy):
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
11/28/18
Final Cure: Moist Room
Age at
Maximum
Test
Load
(days)
(lbs)
2
35,700
7
63,900
28
77,210
28
76,870
28
77,690
Average
(28 days)
Hold
Compressive
Strength
(psi)
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
2,840
5,090
6,140
6,120
6,180
6,150
Fracture
Type
4
2
2
4
5
1430
9
Tested
By
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:
John, T pa
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: 12/28/18 Revision 2 - 28 -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