HomeMy WebLinkAboutTerracon - 11/14/2018 (5)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0486
Service Date: 10/08/18 2501 E Loop 820 N
Report Date: 11/14/18 Revision 2 - 28 -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:
10/08/18 Sample Time: 0820
Sampled By:
Norman Noel
Mix ID: 9041
Weather Conditions:
Cloudy/windy
Supplier: Argos
Accumulative Yards:
45/126 Batch Size (cy): 9
Batch Time: 0800
Plant:
104
Placement Method:
Pump
Truck No.: 5092
Ticket No.:
10442465
Water Added Before (gal):
10
Water Added After (gal):
0
Field Test Data
Sample Location:
SOG: P8.4/16.6. Sample 1.
Test
Result
Specification
Placement Location:
SOG: Lvl 4 ramp. P8 -P12/16-17. see
Slump (in):
8
6-9
attachments.
Air Content (%):
4.1
3-6
Concrete Temp. (F):
91
50-104
Ambient Temp. (F):
77
Plastic Unit Wt. (pcf):
145.6
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
1 A 4.00
12.57
10/09/18
10/10/18
2 68,120
5,420 4
1 B 4.00
12.57
10/09/18
10/15/18
7 84,620
6,730 5
1 C 4.00
12.57
10/09/18
11/05/18
28 102,500
8,160 3
1 D 4.00
12.57
10/09/18
11/05/18
28 103,450
8,230 4
1 E 4.00
12.57
10/09/18
11/05/18
28 104,220
8,290 2
Average (28 days)
8,230
1 F
10/09/18
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.: Norman Noel
Reported To: David Saiter w/ Manhattan
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 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0486
Service Date: 10/08/18 2501 E Loop 820 N
Report Date: 11/14/18 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:
10/08/18 Sample Time: 1030
Sampled By:
Norman Noel
Mix ID: 9041
Weather Conditions:
Cloudy/sprinkling
Supplier: Argos
Accumulative Yards:
126/126 Batch Size (cy): 9
Batch Time: 0948
Plant:
104
Placement Method:
Pump
Truck No.: 5097
Ticket No.:
10442480
Water Added Before (gal):
10
Water Added After (gal):
0
Field Test Data
Sample Location:
SOG: P10.2/16.2. Smaple 2.
Test
Result
Specification
Placement Location:
SOG: Lvl 4 ramp. P8 -P12/16-17. see
Slump (in):
8 1/2
6-9
attachments.
Air Content (%):
4.1
3-6
Concrete Temp. (F):
96
50-104
Ambient Temp. (F):
76
Plastic Unit Wt. (pcf):
144.8
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
2 A 4.00
12.57
10/09/18
10/10/18
2 68,980
5,490 2
2 B 4.00
12.57
10/09/18
10/15/18
7 82,430
6,560 4
2 C 4.00
12.57
10/09/18
11/05/18
28 98,410
7,830 4
2 D 4.00
12.57
10/09/18
11/05/18
28 100,580
8,000 3
2 E 4.00
12.57
10/09/18
11/05/18
28 96,580
7,690 5
Average (28 days)
7,840
2 F
10/09/18
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.: Norman Noel
Reported To: David Saiter w/ Manhattan
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 2 of 2
Grapevine Main Phase 1 Site Plan:
Report Number: 95181011.0486
1rerracon
815 South Main Street Technician: Norman Noel
2501 E Loop 820 N
Grapevine, TX 76051 Date: 10/08/18
Fort Worth, TX 76118-6978
Scale: Not to Scale
817-268-8600 Reg No: F-3272
BDOOOP, 08-24-13, Rev.O
Distribution Page Irerracon
Report Number: 95181011.0486
Service Date: 10/08/18 2501 E Loop 820 N
Report Date: 11/14/18 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 Co, Ben Jensen
(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, Klint Robertson
(1) Manhattan Construction Co, Matthew Powell
(1) Manhattan Construction Co, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva