HomeMy WebLinkAboutTerracon - 10/3/2018 (5)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0480
Service Date: 10/03/18 2501 E Loop 820 N
Report Date: 11/05/18 Revision 2 - 28 -day results 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:
9041
Supplier:
Argos
Batch Time:
0705
Truck No.:
5112
Field Test Data
Test
Slump (in):
Air Content (%):
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: Plant 104 set2/Plan
Ticket No.: 12333085
Result Specification
7 6-9
8.5 * 3-6
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
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.
Concrete Temp. (F):
92
50-95
Ambient Temp. (F):
76
Plastic Unit Wt. (pcf):
143.6
Yield (Cu. Yds.):
* = 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
1 A 4.00
12.57
10/04/18 10/05/18
2
59,160
4,710
2
1 B 4.00
12.57
10/04/18 10/10/18
7
71,340
5,680
4
1 C 4.00
12.57
10/04/18 10/31/18
28
85,640
6,820
3
1 D 4.00
12.57
10/04/18 10/31/18
28
88,220
7,020
4
1 E 4.00
12.57
10/04/18 10/31/18
28
88,520
7,040
2
Average
(28 days)
6,960
Initial Cure: Outside
Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Manhattan Construction
was notified
of high air content during the concrete placement.
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: 95181011.0480
Service Date: 10/03/18 2501 E Loop 820 N
Report Date: 11/05/18 Revision 2 - 28 -day results 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
Project
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:
10/03/18 Sample Time: 1110
Sampled By:
Norman Noel
Mix ID: 9041
Weather Conditions:
Partly cloudy
Supplier: Argos
Accumulative Yards:
125/188 Batch Size (cy): 9
Batch Time: 1000
Plant:
Plant 104 sett/Plan Placement Method:
Pump
Truck No.: 5084
Ticket No.:
10442171
Water Added Before (gal):
10
Water Added After (gal):
0
Field Test Data
Sample Location:
Slab: Sample 2. P1.5/17.2.
Test
Result
Specification Placement Location:
Slab: Lvl 4 Garage. see attachments.
Slump (in):
9
6-9
P1 -P3/15-18.
Air Content (%):
6.0
3-6
Concrete Temp. (F):
94
50-95
Ambient Temp. (F):
84
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
10/04/18
10/05/18 2 52,550
4,180 4
2 B 4.00
12.57
10/04/18
10/10/18 7 65,150
5,180 2
2 C 4.00
12.57
10/04/18
10/31/18 28 78,040
6,210 4
2 D 4.00
12.57
10/04/18
10/31/18 28 73,120
5,820 3
2 E 4.00
12.57
10/04/18
10/31/18 28 74,500
5,930 4
Average (28 days)
5,990
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
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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
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: 11/05/18 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) Construction Management Group of Fair Oaks CA, Blake Cearley
(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, Jaehyung Ahn
(1) Manhattan Construction Co, Klint Robertson
(1) Manhattan Construction Co, Matthew Powell
(1) Manhattan Construction Co, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva