HomeMy WebLinkAboutTerracon - 12/18/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0556
Service Date: 11/19/18 2501 E Loop 820 N
Report Date: 12/18/18 Revision 1 - 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:
11/19/18 Sample Time: 0924
Sampled By:
Kristopher McGarry
Mix ID: 9041
Weather Conditions:
Clear, low wind
Supplier: ARGOS
Accumulative Yards:
36/279 Batch Size (cy): 9
Batch Time: 0900
Plant:
123
Placement Method:
Pump
Truck No.: 5114
Ticket No.:
12334234
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
Paving on level 6 @ P6/16
Test
Result
Specification
Placement Location:
Level 6 parking garage, pour 3 from
Slump (in):
9
5-9
P6 - PH and 17 - 18
Air Content (%):
3.9
3-6
Concrete Temp. (F):
61
Ambient Temp. (F):
55
Plastic Unit Wt. (pcf):
148.8
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
11/21/18
2 44,410
3,530 5
1 B 4.00
12.57
11/26/18
7 67,370
5,360 3
1 C 4.00
12.57
12/17/18
28 82,250
6,550 4
1 D 4.00
12.57
12/17/18
28 86,660
6,900 3
1 E 4.00
12.57
12/17/18
28 84,980
6,760 2
Average (28 days)
6,730
1 F
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.: Kristopher McGarry
Reported To:
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: 95181011.0556
Service Date: 11/19/18 2501 E Loop 820 N
Report Date: 12/18/18 Revision 1 - 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:
11/19/18 Sample Time: 1120
Sampled By:
Kristopher McGarry
Mix ID: 9041
Weather Conditions:
Clear, low wind
Supplier: ARGOS
Accumulative Yards:
135/279 Batch Size (cy): 9
Batch Time: 1027
Plant:
123
Placement Method:
Pump
Truck No.: 7102
Ticket No.:
12334252
Water Added Before (gal):
0
Water Added Atter (gal):
0
Field Test Data
Sample Location:
Level 6 garage, pour 3 paving @
Test
Result
Specification
P10/16
Slump (in):
8 1/2
5-9
Placement Location:
Level 6 parking garage, pour 3 from
Air Content (%):
4.0
3-6
P6 - P11 and 17 - 18
Concrete Temp. (F):
65
Ambient Temp. (F):
53
Plastic Unit Wt. (pcf):
149.6
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
11/21/18
2 45,890
3,650 3
2 B 4.00
12.57
11/26/18
7 70,950
5,650 4
2 C 4.00
12.57
12/17/18
28 92,970
7,400 5
2 D 4.00
12.57
12/17/18
28 88,250
7,020 4
2 E 4.00
12.57
12/17/18
28 89,760
7,140 3
Average (28 days)
7,190
2 F
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.: Kristopher McGarry
Reported To:
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: 95181011.0556
Service Date: 11/19/18 2501 E Loop 820 N
Report Date: 12/18/18 Revision 1 - 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:
11/19/18 Sample Time: 1415
Sampled By:
Kristopher McGarry
Mix ID: 9041
Weather Conditions:
Clear, low wind
Supplier: ARGOS
Accumulative Yards:
198/279 Batch Size (cy): 9
Batch Time: 1345
Plant:
123
Placement Method:
Pump
Truck No.: 5087
Ticket No.:
40444244
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
Level 6 parling, pour 3 @ P11/18
Test
Result
Specification
Placement Location:
Level 6 parking garage, pour 3 from
Slump (in):
9
5-9
P6 - PH and 17 - 18
Air Content (%):
3.0
3-6
Concrete Temp. (F):
65
Ambient Temp. (F):
53
Plastic Unit Wt. (pcf):
148.0
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
3 A 4.00
12.57
11/21/18
2 51,420
4,090 4
3 B 4.00
12.57
11/26/18
7 83,770
6,670 2
3 C 4.00
12.57
12/17/18
28 104,700
8,330 4
3 D 4.00
12.57
12/17/18
28 99,300
7,900 5
3 E 4.00
12.57
12/17/18
28 100,260
7,980 3
Average (28 days)
8,070
3 F
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.: Kristopher McGarry
Reported To:
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
Distribution Page Irerracon
Report Number: 95181011.0556
Service Date: 11/19/18 2501 E Loop 820 N
Report Date: 12/18/18 Revision 1 - 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