HomeMy WebLinkAboutTerracon - 10/3/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0480
Service Date: 10/03/18 2501 E Loop 820 N
Report Date: 10/08/18 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
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:
Date
Date
Test Load
Sampled By:
Mix ID: 9041
(in)
(sq in)
Weather Conditions:
Supplier: Argos
(days) (lbs)
1
Accumulative Yards:
Batch Time: 0705
Plant:
Plant 104 set2/Plan
Placement Method:
Truck No.: 5112
Ticket No.:
12333085
Water Added Before (gal):
Field Test Data
10/04/18
10/10/18
Water Added After (gal):
1
C
4.00
Sample Location:
Test
Result
Specification
Placement Location:
Slump (in):
7
6-9
10/04/18
Air Content (%):
8.5
* 3-6
E
Concrete Temp. (F):
92
50-95
10/31/18
Ambient Temp. (F):
76
Cure: Outside
Plastic Unit Wt. (pcf):
143.6
Yield (Cu. Yds.):
* = Field Test Results do not meet project specifications.
Laboratory Test Data Age at Maximum
Set
Specimen
Avg Diam.
Area
Date
Date
Test Load
No.
ID
(in)
(sq in)
Received
Tested
(days) (lbs)
1
A
4.00
12.57
10/04/18
10/05/18
2 59,160
1
B
4.00
12.57
10/04/18
10/10/18
7
1
C
4.00
12.57
10/04/18
10/31/18
28
1
D
4.00
12.57
10/04/18
10/31/18
28
1
E
4.00
12.57
10/04/18
10/31/18
28
Initial
Cure: Outside
Final Cure: Moist Room
Comments: Manhattan Construction was notified of high air content during the concrete placement.
Samples Made By: Terracon
10/03/18 Sample Time: 0815
Norman Noel
Cloudy
9/188 Batch Size (cy): 9
Bucket & lift
10
0
Slab: Sample 1. P3/15.
Slab: Lvl 4 Garage. see attachments.
P1 -P3/15-18.
Compressive
Strength Fracture Tested
(psi) Type By
4,710 2
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:
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: 95181011.0480
Service Date: 10/03/18 2501 E Loop 820 N
Report Date: 10/08/18 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
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:
1000
Truck No.:
5084
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Plant: Plant 104 sett/Plan
Ticket No.: 10442171
Result
Specification
9
6-9
6.0
3-6
94
50-95
84
(in)
144.8
Received
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Laboratory Test Data 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
10/04/18
10/05/18
2 52,550
2
B
4.00
12.57
10/04/18
10/10/18
7
2
C
4.00
12.57
10/04/18
10/31/18
28
2
D
4.00
12.57
10/04/18
10/31/18
28
2
E
4.00
12.57
10/04/18
10/31/18
28
Initial
Cure: Outside
Final Cure: Moist Room
Comments:
Samples Made By: Terracon
10/03/18 Sample Time: 1110
Norman Noel
Partly cloudy
125/188 Batch Size (cy): 9
Pump
10
0
Slab: Sample 2. P1.5/17.2.
Slab: Lvl 4 Garage. see attachments.
P1 -P3/15-18.
Compressive
Strength Fracture Tested
(psi) Type By
4,180 4
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:
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
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Report Number: 95181011.0480
815 South Main Street
Technician: Norman Noel
2501 E Loop 820 N
Grapevine, TX 76051
Date: 10/03/18
Fort Worth, TX 76118-6978
Scale: Not to Scale
817-268-8600 Reg No: F-3272
1
Grapevine Main Phase 1
Site Plan:
flerracon
Report Number: 95181011.0480
815 South Main Street
Technician: Norman Noel
2501 E Loop 820 N
Grapevine, TX 76051
Date: 10/03/18
Fort Worth, TX 76118-6978
Scale: Not to Scale
817-268-8600 Reg No: F-3272
BDOOOL, 08-24-13, Rev.1
Distribution Page Irerracon
Report Number: 95181011.0480
Service Date: 10/03/18 2501 E Loop 820 N
Report Date: 10/08/18 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, 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