HomeMy WebLinkAboutTerracon - 7/26/2018CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0380A
Service Date: 07/26/18
Report Date: 08/03/18
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 7, 26, 2018, a representative of Terracon was present at the above referenced project to obtain 1 set of 5 concrete test
cylinders cast on 7, 25, 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 95181011.0380
Services:
Terracon Rep.: Joshua Hernandez
Reported To: David with Manhattan
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: 95181011.0380A
Service Date: 07/26/18
Report Date: 08/03/18
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: 95181011.0384
Service Date: 07/26/18 2501 E Loop 820 N
Report Date: 08/03/18 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
Optimum
Water
Max. Lab
Water
Mat. Proctor
Laboratory
Content
Density
Content
Compaction
No. Ref. No. Classification and Description
Test Method
(%)
(pcf)
(%)
(%)
2 95181011.0235 Brown Sandy Clay with Trace of
ASTM D698
15.5
113.3
+4
Min 93
LSF
3 95181011.0006 Dark Reddish
Brown Sandy
Clay
ASTM D698
18.1
106.4
+4
Min 93
Field Test Data
Probe
Wet
Water
Water
Dry
Percent
Test
Lift /
Mat.
Depth
Density
Content
Content
Density
Compaction
No. Test Location
Elev.
No.
(in)
(pct)
(pct)
(%)
(pct)
(%)
Hotel South east corner
102 P8.5/12.5 (Potholed)
1
3
8
121.8
22.9
23.2
98.9
93
103 P8.5/12.5 (Potholed)
2
3
8
121.7
22.1
22.2
99.6
94
104 P8.5/12.5 (Potholed)
3
3
8
123.1
23.6
23.7
99.5
94
105 P8.5/12.5 (Potholed)
4
3
8
121.6
22.9
23.2
98.7
93
106 P8.5/13.2 (Potholed)
1
3
8
123.0
23.5
23.6
99.5
94
107 P8.5/13.2 (Potholed)
2
2
8
126.1
20.8
19.8
105.3
93
108 P8.5/13.2 (Potholed)
3
2
8
128.7
21.0
19.5
107.7
95
Datum:
Std. Cut. M:669 Std. Cut. D: 2657
S/N: 70708 Make: Troxler
Model:
3440P
Last Cal. Date: 03/28/2018
Comments: Test and/or retest results on this report meet project requirements as noted above.
Services:
Terracon Rep.: Daniel Wright
Reported To: David with Manhattan
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: 95181011.0384
Service Date: 07/26/18
Report Date: 08/03/18
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: 95181011.0383
Service Date: 07/26/18 2501 E Loop 820 N
Report Date: 08/03/18 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:
9041
Supplier:
Argos
Batch Time:
0709 Plant:
Truck No.:
1739 Ticket No.: 12331153
Field Test Data
Test
Result
Specification
Slump (in):
9
6-9
Air Content (%):
5.8
3-6
Concrete Temp. (F):
88
50-104
Ambient Temp. (F):
77
Sample Location:
Plastic Unit Wt. (pcf):
149.2
Slab on deck on the east side of
Yield (Cu. Yds.):
Sample Date:
07/26/18 Sample Time: 0739
Sampled By:
Joshua Hernandez
Weather Conditions:
clear
Accumulative Yards:
36 Batch Size (cy): 9
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Gridline P8.5/17.4
Placement Location:
Slab on deck on the east side of
1
garage from gridlines P7 -P11/17-18
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
07/30/18
4
64,990
5,170
4
1
B
4.00
12.57
08/02/18
7
70,240
5,590
2
1
C
4.00
12.57
08/23/18
28
1
D
4.00
12.57
08/23/18
28
1
E
4.00
12.57
08/23/18
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.: Joshua Hernandez
Reported To: David with 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 1 of 1
Distribution Page
Report Number: 95181011.0383
Service Date: 07/26/18
Report Date: 08/03/18 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 COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0383
Service Date: 07/26/18 2501 E Loop 820 N
Report Date: 07/27/18 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:
9041
Supplier:
Argos
Batch Time:
0709 Plant:
Truck No.:
1739 Ticket No.: 12331153
Field Test Data
Test
Result
Specification
Slump (in):
9
6-9
Air Content (%):
5.8
3-6
Concrete Temp. (F):
88
50-104
Ambient Temp. (F):
77
Sample Location:
Plastic Unit Wt. (pcf):
149.2
Slab on deck on the east side of
Yield (Cu. Yds.):
Sample Date:
07/26/18 Sample Time: 0739
Sampled By:
Joshua Hernandez
Weather Conditions:
clear
Accumulative Yards:
36 Batch Size (cy): 9
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Gridline P8.5/17.4
Placement Location:
Slab on deck on the east side of
07/30/18
garage from gridlines P7 -P11/17-18
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
07/30/18
4 64,990
5,170 4
1
B
4.00
12.57
08/02/18
7
1
C
4.00
12.57
08/23/18
28
1
D
4.00
12.57
08/23/18
28
1
E
4.00
12.57
08/23/18
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.: Joshua Hernandez
Reported To: David with 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 1 of 1
Distribution Page
Report Number: 95181011.0383
Service Date: 07/26/18
Report Date: 07/27/18
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