HomeMy WebLinkAboutTerracon - 7/10/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0346
Service Date: 07/10/18 2501 E Loop 820 N
Report Date: 08/09/18 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: 5,000
psi @ 28
days Sample Date:
07/10/18 Sample Time: 1345
Sampled By:
Daniel Blocker
Mix ID: 9727
Weather Conditions:
slight rain
Supplier: Argos
Accumulative Yards:
6 Batch Size (cy): 6
Batch Time: 1242
Plant:
111 Placement Method:
bucket
Truck No.: 9030
Ticket No.:
11120826 Water Added Before (gal):
Field Test Data
Water Added After (gal):
Sample Location:
Parking Garage column @ P9/17
Test
Result
Specification Placement Location:
Parking Garage columns @ GL
Slump (in):
61/2
5-7
(P9/17 and P12/17) on Ramp to 2nd
Air Content (%):
5.0
3-6
floor. (P12/16.4) ground to 2nd
Concrete Temp. (F):
91
50-95
Ambient Temp. (F):
88
Plastic Unit Wt. (pcf):
143.6
Yield (Cu. Yds.):
43.5
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
07/17/18 7 62,470
4,970 3
1 B 4.00
12.57
08/07/18 28 77,370
6,160 2
1 C 4.00
12.57
08/07/18 28 79,530
6,330 4
1 D 4.00
12.57
08/07/18 28 79,510
6,330 5
Average (28 days)
6,270
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.: Daniel Blocker
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: 95181011.0346
Service Date: 07/10/18
Report Date: 08/09/18 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: 95181011.0346
Service Date: 07/10/18 2501 E Loop 820 N
Report Date: 07/19/18 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:
9727
Supplier:
Argos
Batch Time:
1242
Truck No.:
9030
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Plant:
Ticket No.: 11120826
Set Specimen Avg Diam.
Result
No. ID
(in)
1 A
4.00
1 B
4.00
1 C
4.00
1 D
4.00
1 E
62,470
Initial Cure: Outside
08/07/18
Comments:
61/2
5.0
91
88
143.6
43.5
Specification
5-7
3-6
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
07/17/18
7
62,470
12.57
08/07/18
28
12.57
08/07/18
28
12.57
08/07/18
28
Hold
Final Cure: Moist Room
07/10/18 Sample Time: 1345
Daniel Blocker
slight rain
6 Batch Size (cy): 6
bucket
column @ P9/17
columns @ GL (P9/17 and P12/17)
on Ramp to 2nd floor. (P12/16.4)
ground to 2nd
Compressive
Strength Fracture Tested
(psi) Type By
4,970 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.: Daniel Blocker
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 1 of 1
Distribution Page
Report Number: 95181011.0346
Service Date: 07/10/18
Report Date: 07/19/18
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 STRESSING REPORT
Report Number: 95181011.0345
Irerracon
Service Date: 07/10/18 2501 E Loop 820 N
Report Date: 07/16/18 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
Proiect Number: 95181011
On this date, a representative of Terracon arrived at the above referenced jobsite as scheduled to observe Post Tension Stressing
Operations on Level 2, Pour 4. Please note that tendons highlighted in yellow are outside of the tolerance of +/-7%. See attached sheets
for recorded data.
Services:
Terracon Rep.: Adam Wood
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Reviewed By:
�,Tuipa
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.
sC0001, 10-16-13, Rev.10 Page 1 of 1
MEASURED ELONGATION
CALC
TENDON ELONG
MARK (in.)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
(in.)
Restress
(psi or
7% kips)
TOTAL
(in.)
% (+/-)
REMARKS
T011 5.25
4.875
4.88
4.88
5.62
4.875
-7%
T012 5.25
5
4.88
5.00
5.62
5
-5%
T013 5.25
4.5
4.88
4.50
5.62
4.5
-14%
T014 5.25
4.25
4.88
4.25
5.62
4.25
-19%
T015 5.25
4.5
4.88
4.50
5.62
4.5
-14%
T016 5.25
4.5
4.88
4.50
5.62
4.5
-14%
T017 5.25
4.875
4.88
4.88
5.62
4.875
-7%
T018 5.25
3.625
4.88
3.63
5.62
3.625
-31%
T019 5.25
4.25
4.88
4.25
5.62
4.25
-19%
T020 4.875
4.5
4.53
4.50
5.22
4.5
-8%
T021 4.875
4.625
4.53
4.63
5.22
4.625
-5%
T022 4.875
4.75
4.53
4.75
5.22
4.75
-3%
T023 14
13.875
13.02
13.88
14.98
13.875
-1%
T024 14
13.875
13.02
13.88
14.98
13.875
-1%
T025 14
13.375
13.02
13.38
14.98
13.375
-4%
T026 14.875
14.5
13.83
14.50
15.92
14.5
-3%
T027 14.875
13.875
13.83
13.88
15.92
13.875
-7%
T028 14.875
13.875
13.83
13.88
15.92
13.875
-7%
T029 14.875
14.125
13.83
14.13
15.92
14.125
-5%
T030 14.875
14.25
13.83
14.25
15.92
14.25
-4%
T031 4.875
4.75
4.53
4.75
5.22
4.75
-3%
T032 4.875
4.5
4.53
4.50
5.22
4.5
-8%
T033 4.875
5.25
4.53
5.25
5.22
5.25
8%
T034 4.875
4.75
4.53
4.75
5.22
4.75
-3%
T035 4.875
4.75
4.53
4.75
5.22
4.75
-3%
T036 4.875
5
4.53
5.00
5.22
5
3%
Parallel to Beam Slab Tendons
SHEETTITLE:
ELONGATION RECORDS
Jack #1: MRE052
JOB/LOCATION: Grapevine
Main Phase I
Jack#2:
CONTRACTOR.
Jack #1 PSI: 5400
LEVEL/POUR: Level
2, Pour 4
Jack #2 PSI:
DATE: 7/10/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 1 OF 2
MEASURED ELONGATION
TENDON
MARK
CALC
ELONG End 1 End 2
(in.) (in.) (in.)
-7%
Total
Recorded
(in.)
Restress
(psi or
7% kips)
TOTAL
(in.)
% (+/-)
REMARKS
U051C
3.125
4.25
2.91
4.25
3.34
4.25
36%
U051B
3.125
4
2.91
4.00
3.34
4
28%
U051A
3.125
4
2.91
4.00
3.34
4
28%
U050B
3.125
4.5
2.91
4.50
3.34
4.5
44%
U050A
3.125
3.75
2.91
3.75
3.34
3.75
20%
U049C
3.125
4.375
2.91
4.38
3.34
4.375
40%
U049B
4.875
4.25
4.53
4.25
5.22
4.25
-13%
U049A
4.875
4.5
4.53
4.50
5.22
4.5
-8%
U048B
4.875
5.25
4.53
5.25
5.22
5.25
8%
U048A
4.875
4.75
4.53
4.75
5.22
4.75
-3%
U047
4.875
5
4.53
5.00
5.22
5
3%
U046B
4.875
5
4.53
5.00
5.22
5
3%
U046A
4.875
5
4.53
5.00
5.22
5
3%
U045
4.875
4.75
4.53
4.75
5.22
4.75
-3%
U044B
4.875
4.5
4.53
4.50
5.22
4.5
-8%
U044A
4.875
5
4.53
5.00
5.22
5
3%
U043
4.875
5
4.53
5.00
5.22
5
3%
U042B
4.875
5
4.53
5.00
5.22
5
3%
U042A
4.875
5
4.53
5.00
5.22
5
3%
U041
4.875
5
4.53
5.00
5.22
5
3%
U040B
4.875
4.875
4.53
4.88
5.22
4.875
0%
U040A
4.875
4.75
4.53
4.75
5.22
4.75
-3%
U039
4.875
4.75
4.53
4.75
5.22
4.75
-3%
U038B
4.875
4.375
4.53
4.38
5.22
4.375
-10%
U038A
4.875
4.5
4.53
4.50
5.22
4.5
-8%
U037
4.875
4.375
4.53
4.38
5.22
4.375
-10%
U036B
4.875
4.875
4.53
4.88
5.22
4.875
0%
U036A
4.875
4.5
4.53
4.50
5.22
4.5
-8%
U035B
4.875
4.875
4.53
4.88
5.22
4.875
0%
U035A
4.875
4.75
4.53
4.75
5.22
4.75
-3%
U019A
4.875
6.125
4.53
6.13
5.22
6.125
26%
See comments
U019B
4.875
5.875
4.53
5.88
5.22
5.875
21%
See comments
U020
4.875
6
4.53
6.00
5.22
6
23%
U021A
4.875
6
4.53
6.00
5.22
6
23%
U021B
4.875
6
4.53
6.00
5.22
6
23%
Perpendicular to Beams Slab Tendons U022A & U022B had a "blow out" while stressing on the live end. Tendons U019 &
U034 will not match the calculation elongation due to the pour moving from P4 to PS
SHEETTITLE:
ELONGATION RECORDS
Jack #1: MRE052
JOB/LOCATION: Grapevine Main Phase I
Jack#2:
CONTRACTOR.
Jack #1 PSI: 5400
LEVEL/POUR: Level 2, Pour 4
Jack #2 PSI:
DATE: 7/10/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 2 OF 2
Distribution Page
Report Number: 95181011.0345
Service Date: 07/10/18
Report Date: 07/16/18
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 SAMPLE PICK-UP REPORT
Report Number: 95181011.0344A
Service Date: 07/10/18
Report Date: 07/19/18
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 10, 2018, a representative of Terracon was present at the above referenced project to obtain # 1 set of 5 concrete
test cylinders cast on July 9, 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 95181011.0344.
Services:
Terracon Rep.: Daniel Blocker
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: 95181011.0344A
Service Date: 07/10/18
Report Date: 07/19/18
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