HomeMy WebLinkAboutTerracon - 7/20/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0368
Service Date: 07/20/18 2501 E Loop 820 N
Report Date: 07/27/18 Revision 1 - 7 -day results Fort Worth, TX 76118-6978
Task: 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: 9621
Supplier: Argos
Batch Time: 0935 Plant: 123
Truck No.: 9031 Ticket No.: 12330989
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
61/2
5-7
4.2
2.5-5.5
84
50-95
90
4.00
145.6
0
Laboratory Test Data
Set Specimen Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
0
Initial Cure: Outside
0
Comments:
Sample Date:
07/20/18 Sample Time: 1010
Sampled By:
Ethan Key
Weather Conditions:
Party Cloudy
Accumulative Yards:
9/72 Batch Size (cy): 9
Placement Method:
Bucket & lift
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Garage Ramp SOG (gridline P9/17)
Placement Location:
Garage Ramp SOG (gridline
28
P9 -P13/16.3-17) & Curbs (gridlines
12.57
P11 -P12/16-16.3)
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
12.57
07/21/18
07/27/18
7
52,160
12.57
07/21/18
08/17/18
28
12.57
07/21/18
08/17/18
28
12.57
07/21/18
08/17/18
28
07/21/18
Hold
Final Cure: Moist Room
Compressive
Strength Fracture Tested
(psi) Type By
4,150 3
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.: Ethan Key
Reported To:
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 1 of 1
Distribution Page
Report Number: 95181011.0368
Service Date: 07/20/18
Report Date: 07/27/18 Revision 1 - 7 -day results
Task:
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) 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, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0368A
Service Date: 07/21/18
Report Date: 07/23/18
Irerracon
2501 E Loop 820 N
Fort Worth. TX 76118-6978
817-268-8600 Reg No: F-3272
Client Project
Coury Hospitality Grapevine Main Phase 1
Attn: Mark Brooks 815 South Main Street
7134 S Yale, Ste 400 Grapevine, TX 76051
Tulsa, OK 74136
Project Number: 95181011
On July 21, 2018, a representative of Terracon was present at the above referenced project to obtain 1 set(s) of 5 concrete
test cylinders cast on July 20, 2018. The samples were taken back to the Terracon laboratory where they were cured
under general accordance with ASTM C31 and will be reported under separate cover 95181011.0368.
Services:
Terracon Rep.: Ethan Key
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�Mn,
Senior Project Manager
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.
cT0001, 9-28-10, Rev.8 Page 1 of 1
Distribution Page
Report Number: 95181011.0368A
Service Date: 07/21/18
Report Date: 07/23/18
Task:
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) 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, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0368
Service Date: 07/20/18 2501 E Loop 820 N
Report Date: 07/21/18 Fort Worth, TX 76118-6978
Task: 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: 9621
Supplier: Argos
Batch Time: 0935 Plant: 123
Truck No.: 9031 Ticket No.: 12330989
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
61/2
5-7
4.2
2.5-5.5
84
50-95
90
4.00
145.6
0
Laboratory Test Data
Set Specimen Avg Diam.
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
0
Initial Cure: Outside
0
Comments:
Sample Date:
07/20/18 Sample Time: 1010
Sampled By:
Ethan Key
Weather Conditions:
Party Cloudy
Accumulative Yards:
9/72 Batch Size (cy): 9
Placement Method:
Bucket & lift
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Garage Ramp SOG (gridline P9/17)
Placement Location:
Garage Ramp SOG (gridline
08/17/18
P9 -P13/16.3-17) & Curbs (gridlines
12.57
P11 -P12/16-16.3)
Age at Maximum
Area
Date
Date
Test Load
(sq in)
Received
Tested
(days) (lbs)
12.57
07/21/18
07/27/18
7
12.57
07/21/18
08/17/18
28
12.57
07/21/18
08/17/18
28
12.57
07/21/18
08/17/18
28
07/21/18
Hold
Final Cure: Moist Room
Compressive
Strength Fracture Tested
(psi) Type By
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.: Ethan Key
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list. Reviewed By:
John, Tupa
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 1 of 1
Distribution Page
Report Number: 95181011.0368
Service Date: 07/20/18
Report Date: 07/21/18
Task:
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) 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, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
FIELD DENSITY TEST REPORT Irerracon
Report Number: 95181011.0367
Service Date: 07/20/18 2501 E Loop 820 N
Report Date: 07/23/18 Fort Worth, TX 76118-6978
Task: 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 Lab Test Data Project Requirements
Mat. Proctor
No. Ref. No.
1 95181011.0253
Field Test Data
Classification and Description
Crushed Concrete
Test
No. Test Location
Slab on Grade- Ramp (P9-Pll/16.3)
Laboratory
Test Method
ASTM D698
Optimum
Water
Max. Lab
Water
Content
Density
Content
Compaction
(%)
(pcf)
(%)
(%)
11.7
119.9
; or above c
Min 98
Probe Wet Water Water Dry Percent
Lift / Mat. Depth Density Content Content Density Compaction
Elev. No. (in) (pcf) (pcf) (%) (pcf) (%)
1 P10/15.3 FG 1 6 138.0 16.1 13.2 121.9 100+
2 P10.3/15.7 FG 1 6 136.1 16.4 13.7 119.7 100
Datum: Parking Garage/ Flexbase Std. Cut. M:678 Std. Cut. D: 2039
S/N: 32312 Make: Troxler Model: 3440 Last Cal. Date: 02/16/2018
Comments: Test and/or retest results on this report meet project requirements as noted above.
Services:
Terracon Rep.: Daniel Moreno
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Test Methods: ASTM D6938
Reviewed By: _
--Lto Tul
Senior Project Manager
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.
cRoo07, 11-16-12, Rev.7 Page 1 of 1
Distribution Page
Report Number: 95181011.0367
Service Date: 07/20/18
Report Date: 07/23/18
Task:
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) 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, Robert Montgomery
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600