HomeMy WebLinkAboutTerracon - 8/9/2018 (4)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0399
Service Date: 08/09/18 2501 E Loop 820 N
Report Date: 10/04/18 Revision 2 - 56 -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:
0710
Truck No.:
1031
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Plant: 104
Ticket No.: 11121792
Result
Specification
7
6-9
5.9
3-6
93
50-95
80
Pump
145.2
0
Sample Date:
08/09/18 Sample Time: 0842
Sampled By:
Christopher Thompson
Weather Conditions:
Clear
Accumulative Yards:
35/342 Batch Size (cy): 9
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Grid Line B.8/13.4
Placement Location:
Garage, Level 2, 2nd Tier, Pour 4,
Received
Grid Line B.8 -B.12/13-18
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
08/10/18
08/13/18
4
60,870
4,840
4
1 B 4.00
12.57
08/10/18
08/16/18
7
61,040
4,860
4
1 C 4.00
12.57
08/10/18
09/06/18
28
79,140
6,300
3
1 D 4.00
12.57
08/10/18
09/06/18
28
80,450
6,400
5
1 E 4.00
12.57
08/10/18
09/06/18
28
76,800
6,110
4
Average
(28 days)
6,270
1 F
08/10/18
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.: Christopher Thompson
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 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0399
Service Date: 08/09/18 2501 E Loop 820 N
Report Date: 10/04/18 Revision 2 - 56 -day results Fort Worth, TX 76118-6978
Task: Parkine Garaue 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:
08/09/18 Sample Time: 0943
Sampled By:
Christopher Thompson
Mix ID: 9041
Weather Conditions:
Clear
Supplier: Argos
Accumulative Yards:
116/342 Batch Size (cy): 9
Batch Time: 0832
Plant:
104
Placement Method:
Pump
Truck No.: 5089
Ticket No.:
10439643
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
Grid Line B.9/14.3
Test
Result
Specification
Placement Location:
Garage, Level 2, 2nd Tier, Pour 4,
Slump (in):
7
6-9
Grid Line B.8 -B.12/13-18
Air Content (%):
6.0
3-6
Concrete Temp. (F):
94
50-95
Ambient Temp. (F):
83
Plastic Unit Wt. (pcf):
142.0
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
08/10/18
08/13/18
4 51,870
4,130 5
2 B 4.00
12.57
08/10/18
08/16/18
7 55,600
4,420 3
2 C 4.00
12.57
08/10/18
09/06/18
28 64,020
5,090 3
2 D 4.00
12.57
08/10/18
09/06/18
28 68,550
5,460 4
2 E 4.00
12.57
08/10/18
09/06/18
28 67,590
5,380 5
Average (28 days)
5,310
2 F
08/10/18
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.: Christopher Thompson
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 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0399
Service Date: 08/09/18 2501 E Loop 820 N
Report Date: 10/04/18 Revision 2 - 56 -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:
08/09/18 Sample Time: 1137
Sampled By:
Christopher Thompson
Mix ID: 9041
Weather Conditions:
Clear
Supplier: Argos
Accumulative Yards:
250/342 Batch Size (cy): 9
Batch Time: 1041
Plant:
104
Placement Method:
Pump
Truck No.: 5058
Ticket No.:
10439662
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
Grid Line B.10/ 17.5
Test
Result
Specification
Placement Location:
Garage, Level 2, 2nd Tier, Pour 4,
Slump (in):
8
6-9
Grid Line B.8 -B.12/13-18
Air Content (%):
4.4
3-6
Concrete Temp. (F):
95
50-95
Ambient Temp. (F):
87
Plastic Unit Wt. (pcf):
139.6
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
3 A 4.00
12.57
08/10/18
08/13/18 4 43,930
3,500 3
3 B 4.00
12.57
08/10/18
08/16/18 7 49,060
3,900 5
3 C 4.00
12.57
08/10/18
09/06/18 28 58,630
4,670 3
3 D 4.00
12.57
08/10/18
09/06/18 28 59,290
4,720 4
3 E 4.00
12.57
08/10/18
09/06/18 28 59,010
4,700 4
Average (28 days)
4,690
3 F 4.00
12.57
08/10/18
10/04/18 56 64,370
5,120 4
Initial Cure: Outside
Final Cure: Moist Room
Comments: Compressive strength of 56 day cylinders complies with the specified strength.
Set 3 did not meet the required
28 day compressive strength of 5,000 psi.
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:
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: 95181011.0399
Service Date: 08/09/18 2501 E Loop 820 N
Report Date: 10/04/18 Revision 2 - 56 -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:
08/09/18 Sample Time: 1212
Sampled By:
Christopher Thompson
Mix ID: 9041
Weather Conditions:
Clear
Supplier: Argos
Accumulative Yards:
322/340 Batch Size (cy): 9
Batch Time: 1113
Plant:
104
Placement Method:
Pump
Truck No.: 5100
Ticket No.:
10439667
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
Grid Line B.11/17.8
Test
Result
Specification
Placement Location:
Garage, Level 2, 2nd Tier, Pour 4,
Slump (in):
7
6-9
Grid Line B.8 -B.12/13-18
Air Content (%):
5.1
3-6
Concrete Temp. (F):
95
50-95
Ambient Temp. (F):
90
Plastic Unit Wt. (pcf):
144.4
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
4 A 4.00
12.57
08/10/18
08/13/18
4 51,010
4,060 4
4 B 4.00
12.57
08/10/18
08/16/18
7 53,750
4,280 4
4 C 4.00
12.57
08/10/18
09/06/18
28 68,460
5,450 5
4 D 4.00
12.57
08/10/18
09/06/18
28 68,940
5,490 4
4 E 4.00
12.57
08/10/18
09/06/18
28 70,240
5,590 3
Average (28 days)
5,510
4 F
08/10/18
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.: Christopher Thompson
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 4 of 4
Distribution Page Irerracon
Report Number: 95181011.0399
Service Date: 08/09/18 2501 E Loop 820 N
Report Date: 10/04/18 Revision 2 - 56 -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, 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, Brad Scheckelhoff
(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, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva