HomeMy WebLinkAboutTerracon - 11/28/2018 (11)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0556
Service Date: 11/19/18 2501 E Loop 820 N
Report Date: 11/28/18 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: 0900 Plant: 123
Truck No.: 5114 Ticket No.: 12334234
Field Test Data
Test Result Specification
Slump (in): 9 5-9
Air Content (%): 3.9 3-6
Concrete Temp. (F): 61
Ambient Temp. (F): 55
Plastic Unit Wt. (pcf): 148.8
Yield (Cu. Yds.):
Sample Date:
11/19/18 Sample Time: 0924
Sampled By:
Kristopher McGarry
Weather Conditions:
Clear, low wind
Accumulative Yards:
36/279 Batch Size (cy): 9
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Paving on level 6 @ P6/16
Placement Location:
Level 6 parking garage, pour 3 from
1
P6 - Pl l and 17 -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
11/21/18
2
44,410
3,530
5
1
B
4.00
12.57
11/26/18
7
67,370
5,360
3
1
C
4.00
12.57
12/17/18
28
1
D
4.00
12.57
12/17/18
28
1
E
4.00
12.57
12/17/18
28
1
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.: Kristopher McGarry
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: 95181011.0556
Service Date: 11/19/18 2501 E Loop 820 N
Report Date: 11/28/18 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: 1027 Plant: 123
Truck No.: 7102 Ticket No.: 12334252
Field Test Data
Test Result Specification
Slump (in): 8 1/2 5-9
Air Content (%): 4.0 3-6
Concrete Temp. (F): 65
Ambient Temp. (F): 53
Plastic Unit Wt. (pcf): 149.6
Yield (Cu. Yds.):
Sample Date:
11/19/18 Sample Time: 1120
Sampled By:
Kristopher McGarry
Weather Conditions:
Clear, low wind
Accumulative Yards:
135/279 Batch Size (cy): 9
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Level 6 garage, pour 3 paving @
(psi)
P10/16
Placement Location:
Level 6 parking garage, pour 3 from
4.00
P6-Plland l7-18
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
2
A
4.00
12.57
11/21/18
2
45,890
3,650
3
2
B
4.00
12.57
11/26/18
7
70,950
5,650
4
2
C
4.00
12.57
12/17/18
28
2
D
4.00
12.57
12/17/18
28
2
E
4.00
12.57
12/17/18
28
2
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.: Kristopher McGarry
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: 95181011.0556
Service Date: 11/19/18 2501 E Loop 820 N
Report Date: 11/28/18 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: 1345 Plant: 123
Truck No.: 5087 Ticket No.: 40444244
Field Test Data
Test Result Specification
Slump (in): 9 5-9
Air Content (%): 3.0 3-6
Concrete Temp. (F): 65
Ambient Temp. (F): 53
Plastic Unit Wt. (pcf): 148.0
Yield (Cu. Yds.):
Sample Date:
11/19/18 Sample Time: 1415
Sampled By:
Kristopher McGarry
Weather Conditions:
Clear, low wind
Accumulative Yards:
198/279 Batch Size (cy): 9
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Level 6 parling, pour 3 @ P11/18
Placement Location:
Level 6 parking garage, pour 3 from
3
P6 - Pl l and 17 -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
3
A
4.00
12.57
11/21/18
2
51,420
4,090
4
3
B
4.00
12.57
11/26/18
7
83,770
6,670
2
3
C
4.00
12.57
12/17/18
28
3
D
4.00
12.57
12/17/18
28
3
E
4.00
12.57
12/17/18
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.: Kristopher McGarry
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: 95181011.0556
Service Date: 11/19/18 2501 E Loop 820 N
Report Date: 11/28/18 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