HomeMy WebLinkAboutTerracon - 12/6/2018 (4)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0563
Service Date: 11/28/18 2501 E Loop 820 N
Report Date: 12/06/18 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 @
Mix ID:
9727
Supplier:
Argos
Batch Time:
1525
Truck No.:
6284
Field Test Data
Project
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Sample Information
28 days Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Plant: 123
Ticket No.: 12334704
Test
Result
Specification
Slump (in):
61/2
5-7
Air Content (%):
9.0 *
3-6
Concrete Temp. (F):
64
50-95
Ambient Temp. (F):
Strength Fracture Tested
No. ID (in)
Plastic Unit Wt. (pcf):
140.0
Tested
Yield (Cu. Yds.):
42.4
(psi) Type By
* = Field Test Results do not meet project specifications.
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
11/28/18 Sample Time: 1600
Daniel Blocker
Clear
8 Batch Size (cy): 8
Pump
0
0
Upturn Beam, Grid Line P9 -P11/15
Garage Columns, 6th Level, Grid
Line P1/15, P1/17.6, P7/15, P8/15;
Upturn Beam, Grid Line P9 -P11/15;
Bumper Wall, Grid Line P3 -P4/18
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
11/29/18
12/05/18
7
66,240
5,270 5
1 B 4.00
12.57
11/29/18
12/26/18
28
1 C 4.00
12.57
11/29/18
12/26/18
28
Initial Cure: Outside
Final Cure: Moist Room
Comments: High air was sampled and placed. One bag air minus was added and resample same truck. Notified David Saiter @ 1610 by
text and phone call.
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.: Daniel Blocker
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: 95181011.0563
Service Date: 11/28/18 2501 E Loop 820 N
Report Date: 12/06/18 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 @
Mix ID:
9727
Supplier:
Argos
Batch Time:
1525
Truck No.:
6284
Field Test Data
Project
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Sample Information
28 days Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Plant: 123
Ticket No.: 12334704
Test
Result
Specification
Slump (in):
61/2
5-7
Air Content (%):
8.0 *
3-6
Concrete Temp. (F):
64
50-95
Ambient Temp. (F):
7 65,340 5,200 4
2
Plastic Unit Wt. (pcf):
140.0
12.57
Yield (Cu. Yds.):
42.4
28
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Set Specimen Avg Diam. Area Date Date
No. ID (in) (sq in) Received Tested
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at Maximum
Test Load
(days) (lbs)
11/28/18 Sample Time: 1630
Daniel Blocker
Clear
8 Batch Size (cy): 8
bucket
Same as Sample 1
Garage Columns, 6th Level, Grid
Line P1/15, P1/17.6, P7/15, P8/15;
Upturn Beam, Grid Line P9 -P11/15;
Bumper Wall, Grid Line P3 -P4/18
Compressive
Strength Fracture Tested
(psi) Type By
2
A
4.00
12.57
11/29/18
12/03/18
5 63,340 5,040 3
2
B
4.00
12.57
11/29/18
12/05/18
7 65,340 5,200 4
2
C
4.00
12.57
11/29/18
12/26/18
28
2
D
4.00
12.57
11/29/18
12/26/18
28
2
E
4.00
12.57
11/29/18
12/26/18
28
2
F
11/29/18
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.: Daniel Blocker
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: 95181011.0563
Service Date: 11/28/18 2501 E Loop 820 N
Report Date: 12/06/18 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
Specimen
Avg Diam.
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Date Date
Material Information
Load
Strength
Sample Information
No.
Specified Strength: 5,000
psi @ 28
days
Sample Date:
11/28/18 Sample Time: 1730
(lbs)
(psi)
Type By
Sampled By:
Daniel Blocker
Mix ID: 9727
12.57
12/03/18
Weather Conditions:
Clear
Supplier: Argos
4
3
Accumulative Yards:
17 Batch Size (cy): 8
Batch Time: 1630
Plant:
123
Placement Method:
bucket
Truck No.: 5114
Ticket No.:
12334710
Water Added Before (gal):
12.57
Field Test Data
28
Water Added After (gal):
3
D
4.00
Sample Location:
Bumper Wall
Test
Result
Specification
Placement Location:
Garage Columns, 6th Level, Grid
Slump (in):
7
5-7
12/26/18
Line P1/15, P1/17.6, P7/15, P8/15;
Air Content (%):
7.0 *
3-6
3
Upturn Beam, Grid Line P9 -P11/15;
Concrete Temp. (F):
65
50-95
Hold
Bumper Wall, Grid Line P3 -P4/18
Ambient Temp. (F):
Initial
Cure: Outside
Plastic Unit Wt. (pcf):
140.8
Yield (Cu. Yds.):
42.6
* = Field Test Results do not meet project
specifications.
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
12/03/18
5
65,720
5,230
4
3
B
4.00
12.57
12/05/18
7
69,380
5,520
2
3
C
4.00
12.57
12/26/18
28
3
D
4.00
12.57
12/26/18
28
3
E
4.00
12.57
12/26/18
28
3
F
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.: Daniel Blocker
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: 95181011.0563
Service Date: 11/28/18 2501 E Loop 820 N
Report Date: 12/06/18 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