HomeMy WebLinkAboutTerracon - 12/28/2018 (2)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0563
Service Date: 11/28/18 2501 E Loop 820 N
Report Date: 12/28/18 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
Mix ID:
9727
Supplier:
Argos
Batch Time:
1525 Plant: 123
Truck No.:
6284 Ticket No.: 12334704
Field Test Data
Test
Result
Specification
Slump (in):
61/2
5-7
Air Content (%):
9.0 *
3-6
Concrete Temp. (F):
64
50-95
Ambient Temp. (F):
1
C
Plastic Unit Wt. (pcf):
140.0
Garage Columns, 6th Level, Grid
Yield (Cu. Yds.):
42.4
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Set
Specimen
Avg Diam.
No.
ID
(in)
1
A
4.00
1
B
4.00
1
C
4.00
Initial Cure: Outside
Area
Date
(sq in)
Received
12.57
11/29/18
12.57
11/29/18
12.57
11/29/18
Sample Date:
11/28/18 Sample Time: 1600
Sampled By:
Daniel Blocker
Weather Conditions:
Clear
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Upturn Beam, Grid Line P9 -P11/15
Placement Location:
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
Age at Maximum
Date
Test
Load
Tested
(days)
(lbs)
12/05/18
7
66,240
12/26/18
28
77,000
12/26/18
28
77,440
Final Cure: Moist Room
Average (28 days)
Compressive
Strength
Fracture Tested
(psi)
Type By
5,270
5
6,130
3
6,160
5
6,140
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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: 12/28/18 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:
Age at
Maximum
Set
Sampled By:
Mix ID: 9727
Area
Date
Weather Conditions:
Supplier: Argos
Load
No.
Accumulative Yards:
Batch Time: 1525
Plant:
123
Placement Method:
Truck No.: 6284
Ticket No.:
12334704
Water Added Before (gal):
Field Test Data
12.57
11/29/18
Water Added After (gal):
5
63,340
2
Sample Location:
Test
Result
Specification
Placement Location:
Slump (in):
61/2
5-7
C
Air Content (%):
8.0 *
3-6
12/26/18
Concrete Temp. (F):
64
50-95
D
Ambient Temp. (F):
12.57
11/29/18
12/26/18
Plastic Unit Wt. (pcf):
140.0
2
E
Yield (Cu. Yds.):
42.4
11/29/18
12/26/18
* = Field Test Results do not meet project
specifications.
Laboratory Test Data
Strength
Fracture Tested
Age at
Maximum
Set
Specimen
Avg Diam.
Area
Date
Date
Test
Load
No.
ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
2
A
4.00
12.57
11/29/18
12/03/18
5
63,340
2
B
4.00
12.57
11/29/18
12/05/18
7
65,340
2
C
4.00
12.57
11/29/18
12/26/18
28
86,060
2
D
4.00
12.57
11/29/18
12/26/18
28
83,060
2
E
4.00
12.57
11/29/18
12/26/18
28
83,500
Average
(28 days)
2
F
11/29/18
Hold
Initial
Cure: Outside
Final Cure: Moist Room
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
5,040
3
5,200
4
6,850
2
6,610
4
6,640
5
6,700
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.: 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: 12/28/18 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
Maximum
Material Information
Set Specimen Avg Diam.
Sample Information
Date Date
Specified Strength: 5,000
psi @ 28
days
Sample Date:
11/28/18 Sample Time: 1730
(sq in)
Received Tested
(days)
Sampled By:
Daniel Blocker
Mix ID: 9727
3 A 4.00
12.57
Weather Conditions:
Clear
Supplier: Argos
5,230
4
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):
86,330
Field Test Data
2
3 D 4.00
Water Added After (gal):
12/26/18
28
83,380
6,640
Sample Location:
Bumper Wall
Test
Result
Specification
Placement Location:
Garage Columns, 6th Level, Grid
Slump (in):
7
5-7
Line P1/15, P1/17.6, P7/15, P8/15;
Air Content (%):
7.0 *
3-6
3 F
Upturn Beam, Grid Line P9 -P11/15;
Concrete Temp. (F):
65
50-95
Bumper Wall, Grid Line P3 -P4/18
Ambient Temp. (F):
Final Cure: Moist Room
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
86,330
6,870
2
3 D 4.00
12.57
12/26/18
28
83,380
6,640
4
3 E 4.00
12.57
12/26/18
28
83,370
6,630
3
Average
(28 days)
6,710
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.: Daniel Blocker
Reported To:
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 3 of 3
Distribution Page Irerracon
Report Number: 95181011.0563
Service Date: 11/28/18 2501 E Loop 820 N
Report Date: 12/28/18 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