HomeMy WebLinkAboutTerracon - 6/28/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0328
Service Date: 06/28/18 2501 E Loop 820 N
Report Date: 08/03/18 Revision 1 - 28 -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: 3,000
psi @ 28
days Sample Date:
06/28/18 Sample Time: 1530
Sampled By:
Jeremy Washington
Mix ID: 9727
Weather Conditions:
clear
Supplier: Argos
Accumulative Yards:
7 Batch Size (cy): 7
Batch Time: 1500
Plant:
104 Placement Method:
Bucket & lift
Truck No.: 5091
Ticket No.:
10437207 Water Added Before (gal):
15
Water Added After (gal):
0
Field Test Data
Sample Location:
pier cap P8/15
Test
Result
Specification Placement Location:
Pier cap P8/15 P9/15
Slump (in):
5
3-5
Air Content (%):
0.0
0-3
Concrete Temp. (F):
93
50-95
Ambient Temp. (F):
97
Plastic Unit Wt. (pcf):
150.0
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
1 A 4.00
12.57
07/05/18 7 57,640
4,590 4
1 B 4.00
12.57
07/26/18 28 68,060
5,420 4
1 C 4.00
12.57
07/26/18 28 71,930
5,720 5
1 D 4.00
12.57
07/26/18 28 72,260
5,750 2
Average (28 days)
5,630
1 E
Hold
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.: Jeremy Washington
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: 95181011.0328
Service Date: 06/28/18
Report Date: 08/03/18 Revision 1 - 28 -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: 95181011.0328
Service Date: 06/28/18 2501 E Loop 820 N
Report Date: 07/09/18 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: 3,000 psi @ 28 days
Mix ID: 9727
Supplier: Argos
Batch Time: 1500 Plant: 104
Truck No.: 5091 Ticket No.: 10437207
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
5
3-5
0.0
0-3
93
50-95
97
4.00
150.0
57,640
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
57,640
Initial Cure: Outside
07/26/18
Comments:
Samples Made By: Terracon
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Age at Maximum
Area
Date Date
Test
Load
(sq in)
Received Tested
(days)
(lbs)
12.57
07/05/18
7
57,640
12.57
07/26/18
28
12.57
07/26/18
28
12.57
07/26/18
28
Hold
Final Cure: Moist Room
06/28/18 Sample Time: 1530
Jeremy Washington
clear
7 Batch Size (cy): 7
Bucket & lift
15
0
pier cap P8/15
Pier cap P8/15 P9/15
Compressive
Strength Fracture Tested
(psi) Type By
4,590 4
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Jeremy Washington
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: 95181011.0328
Service Date: 06/28/18
Report Date: 07/09/18
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: 95181011.0327
Service Date: 06/28/18 2501 E Loop 820 N
Report Date: 07/02/18 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
Laboratory
Test Method
ASTM D698
Optimum
Water
Max. Lab
Water
Content
Density
Content
Compaction
(%)
(pcf)
(%)
(%)
11.7
119.9
Opt +
98%+
Probe Wet Water Water Dry Percent
Lift / Mat. Depth Density Content Content Density Compaction
Elev. No. (in) (pcf) (pcf) (%) (pcf) (%)
Building Pad
92 Grid Lines P8.2-15.4 F.G. 1 8 131.4 14.0 11.9 117.4 98
93 Grid Lines P9.5-16 F.G. 1 8 135.7 16.8 14.1 118.9 99
Datum: Flex Base Std. Cut. M:2229 Std. Cut. D: 668
S/N: 31150 Make: Troxler Model: 3430 Last Cal. Date: 04/28/2017
Comments: Test and/or retest results on this report meet project requirements as noted above.
Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition (ASTM D-6938).
Terracon Rep.: Carlos Vela
Reported To: David with Manhattan
Contractor:
Report Distribution:
See attached distribution list. Reviewed By:
__Lto Tul
Senior Project Manager
Test Methods: ASTM D6938
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: 95181011.0327
Service Date: 06/28/18
Report Date: 07/02/18
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
POST -TENSION OBSERVATIONS REPORT
Report Number: 95181011.0325
Irerracon
Service Date: 06/28/18 2501 E Loop 820 N
Report Date: 07/09/18 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
PROJECT DATA
Drawings Utilized: PKS-102, PKS-620, PTO 1, PT02, PT03, PT04, PT05, PT06, PT07
Locations/Items Observed: 2nd Level ramp P8.5 -P9/16-17
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Length and Shape
�(
Column Tie Spacing &
Type
Bar and Cable Size
X
Proper Placement
X
Stirrup Spacing & Type
X
Bar and Cable Grade
X
Properly Tied
X
Cables Properly Wrapped
Rebar and Cables Clean
X
Dowel Bars in Place
X
Mechanical Splices
Trash & Debris Removed
X
Proper Supports
X
Lapped Splices
X
Number of Bars and
Cables
X
Proper Cover/Clearance
X
Proper Drape of Cables
X
Discrepancies/Comments:
Talked with David w/ Manhattan about tendons T001 and T002 being shorter than shown on the plans. Awaiting an RFI
Services:
Terracon Rep.: Adam Wood
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
�njupa
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.
R940004, 07-01-12, Rev.0 Page 1 of 1
Distribution Page
Report Number: 95181011.0325
Service Date: 06/28/18
Report Date: 07/09/18
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