HomeMy WebLinkAboutTerracon - 8/01/2018FIELD DENSITY TEST REPORT Irerracon
Report Number: 95181011.0392
Service Date: 08/01/18 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
Mat. Proctor
No. Ref. No.
1 95181011.0235
Field Test Data
Classification and Description
Brown Sandy Clay with Trace of
LSF
Test
No. Test Location
Hotel Ext. GB/Basement Wall
Laboratory
Test Method
ASTM D698
Optimum
Water
Max. Lab
Water
Content
Density
Content
Compaction
(%)
(pcf)
(%)
(%)
15.5
113.3
+3
>93
Probe Wet Water Water Dry Percent
Lift / Mat. Depth Density Content Content Density Compaction
Elev. No. (in) (pcf) (pcf) (%) (pcf) (%)
111 C.5/12.5 8' 1 10 129.1 20.5 18.9 108.6 96
112 C.5/13.5 8' 1 10 126.0 21.0 20.0 105.0 93
Datum:
S/N: Make: Model: Last Cal. Date:
Comments: Test and/or retest results on this report meet project requirements as noted above.
Services:
Terracon Rep.: Adam Wood
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: 95181011.0392
Service Date: 08/01/18
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
POST -TENSION STRESSING REPORT
Report Number: 95181011.0391
Irerracon
Service Date: 08/01/18 2501 E Loop 820 N
Report Date: 08/09/18 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
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 5 (P7.5 -P10.8/17-18). Please note that tendons highlighted in yellow are outside the
tolerance of +/-7%. See attached sheets for recorded data. See attached sheets for recorded data.
Services:
Terracon Rep.: Adam Wood
Reported To: David with Manhattan
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
TENDON
MARK
CALC
ELONG
(in.)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
(in.)
Restress
(psi or
7% kips)
TOTAL
(in.)
% (+/-)
REMARKS
T054
4.875
4.75
4.53
4.75
5.22
4.75
-3%
T055
4.875
4.875
4.53
4.88
5.22
4.875
0%
T056
4.875
5
4.53
5.00
5.22
5
3%
T057
4.875
4.875
4.53
4.88
5.22
4.875
0%
T058
4.875
4.875
4.53
4.88
5.22
4.875
0%
T059
4.875
4.875
4.53
4.88
5.22
4.875
0%
T060
4.875
4.875
4.53
4.88
5.22
4.875
0%
T061
4.875
4.75
4.53
4.75
5.22
4.75
-3%
T062
4.875
4.875
4.53
4.88
5.22
4.875
0%
T063
4.875
5
4.53
5.00
5.22
5
3%
U055A
4.625
4.5
4.30
4.50
4.95
4.5
-3%
U055B
4.625
4.5
4.30
4.50
4.95
4.5
-3%
U056
4.625
4.75
4.30
4.75
4.95
4.75
3%
U057A
4.625
4.375
4.30
4.38
4.95
4.375
-5%
U057B
4.625
4.5
4.30
4.50
4.95
4.5
-3%
U058A
4.625
4.625
4.30
4.63
4.95
4.625
0%
U058B
4.625
4.25
4.30
4.25
4.95
4.25
-8%
See Below
U059A
4.625
4.5
4.30
4.50
4.95
4.5
-3%
U059B
4.625
4.75
4.30
4.75
4.95
4.75
3%
U060
4.625
4.5
4.30
4.50
4.95
4.5
-3%
U061A
4.625
4.875
4.30
4.88
4.95
4.875
5%
See Below
U061B
4.625
4.75
4.30
4.75
4.95
4.75
3%
See Below
U062A
4.625
4.5
4.30
4.50
4.95
4.5
-3%
See Below
U062B
4.625
4.75
4.30
4.75
4.95
4.75
3%
See Below
U063A
4.625
4.625
4.30
4.63
4.95
4.625
0%
See Below
U063B
4.625
5
4.30
5.00
4.95
5
8%
See Below
U064
4.625
5
4.30
5.00
4.95
5
8%
See Below
U065A
4.625
4.625
4.30
4.63
4.95
4.625
0%
U065B
4.625
4.75
4.30
4.75
4.95
4.75
3%
U066A
4.625
4.25
4.30
4.25
4.95
4.25
-8%
See Below
U066B
4.625
4.75
4.30
4.75
4.95
4.75
3%
See Below
U067A
4.625
4.875
4.30
4.88
4.95
4.875
5%
See Below
U067B
4.625
4.75
4.30
4.75
4.95
4.75
3%
See Below
U068
4.625
4.25
4.30
4.25
4.95
4.25
-8%
See Below
Tendons U05813, U061A, U06113, U062A, U0626, U063A, U06313, U064, U066A, U06613, U067A, U067B & U068 had blow out
several minutes (Approximately 20) after stressing was complete.
SHEETTITLE:
ELONGATION RECORDS
Jack #1:MR607
JOB/LOCATION: Grapevine
Main Phase I
Jack#2:
CONTRACTOR:
Jack #1 PSI: 7000
LEVEL/POUR: Level
2, Pour 5 (P7.5 -P10.8/17-18)
Jack #2 PSI:
DATE: 8/1/18
1 STRESS BY: K & A Rebar
IVERIFIEDBY: Adam Wood
PAGE 1 OF 4
MEASURED ELONGATION
CALC
TENDON ELONG
MARK (in.)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
(in.)
7%
Restress
(psi or
kips)
TOTAL
(in.)
% (+/-)
REMARKS
U069A 4.625
4.625
4.30
4.63
4.95
4.625
0%
U069B 4.625
4.625
4.30
4.63
4.95
4.625
0%
U070 4.625
4.375
4.30
4.38
4.95
4.375
-5%
U112 2.375
2.25
2.21
2.25
2.54
2.25
-5%
U113 2.375
2.5
2.21
2.50
2.54
2.5
5%
U114 2.375
2.625
2.21
2.63
2.54
2.625
11%
U115 2.375
2.5
2.21
2.50
2.54
2.5
5%
U116 2.375
2.625
2.21
2.63
2.54
2.625
11%
U117 2.375
2.25
2.21
2.25
2.54
2.25
-5%
SHEETTITLE:
ELONGATION RECORDS
Jack #1:MR607
JOB/LOCATION: Grapevine
Main Phase I
Jack#2:
CONTRACTOR:
Jack #1 PSI: 7000
LEVEL/POUR: Level 2, Pour 5 (137.5-1310.8/17-18)
Jack #2 PSI:
DATE: 8/1/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 2 OF 4
MEASURED ELONGATION
TENDON
MARK
CALC
ELONG
(in.)
End 1 End 2
(in.) (in.)
-7%
Total
Recorded
(in.)
Restress
(psi or
7% kips)
TOTAL
(in.)
% (+/-)
REMARKS
M014A
4.5
4.5
4.19
4.50
4.82
4.5
0%
M014B
4.5
4.375
4.19
4.38
4.82
4.375
-3%
M014C
4.5
4.25
4.19
4.25
4.82
4.25
-6%
M014D
4.5
4.5
4.19
4.50
4.82
4.5
0%
M014E
4.5
4.375
4.19
4.38
4.82
4.375
-3%
M014F
4.5
4.125
4.19
4.13
4.82
4.125
-8%
M014G
4.5
4.5
4.19
4.50
4.82
4.5
0%
M014H
4.5
5
4.19
5.00
4.82
5
11%
M0141
4.5
4.625
4.19
4.63
4.82
4.625
3%
M014J
4.5
4.875
4.19
4.88
4.82
4.875
8%
M014K
4.5
4.625
4.19
4.63
4.82
4.625
3%
M014L
4.5
4.75
4.19
4.75
4.82
4.75
6%
M014M
4.5
4.875
4.19
4.88
4.82
4.875
8%
M015A
4.5
4.75
4.19
4.75
4.82
4.75
6%
M015B
4.5
4.25
4.19
4.25
4.82
4.25
-6%
M015C
4.5
4.75
4.19
4.75
4.82
4.75
6%
M015D
4.5
4.5
4.19
4.50
4.82
4.5
0%
M015E
4.5
4.375
4.19
4.38
4.82
4.375
-3%
M015F
4.5
4.625
4.19
4.63
4.82
4.625
3%
M015G
4.5
4.875
4.19
4.88
4.82
4.875
8%
M015H
4.5
4.875
4.19
4.88
4.82
4.875
8%
M0151
4.5
4.75
4.19
4.75
4.82
4.75
6%
M015J
4.5
4.625
4.19
4.63
4.82
4.625
3%
M015K
4.5
4.25
4.19
4.25
4.82
4.25
-6%
M015L
4.5
4.625
4.19
4.63
4.82
4.625
3%
M015M
4.5
4.75
4.19
4.75
4.82
4.75
6%
M016A
4.5
4.625
4.19
4.63
4.82
4.625
3%
M016B
4.5
4.375
4.19
4.38
4.82
4.375
-3%
M016C
4.5
4.75
4.19
4.75
4.82
4.75
6%
M016D
4.5
4.875
4.19
4.88
4.82
4.875
8%
M016E
4.5
4.5
4.19
4.50
4.82
4.5
0%
M016F
4.5
4.75
4.19
4.75
4.82
4.75
6%
M016G
4.5
4.875
4.19
4.88
4.82
4.875
8%
M016H
4.5
4.875
4.19
4.88
4.82
4.875
8%
M0161
4.5
4.875
4.19
4.88
4.82
4.875
8%
Beams measured from right to left, top to bottom on East side.
SHEETTITLE:
ELONGATION RECORDS
Jack #1:MR607
JOB/LOCATION: Grapevine
Main Phase I
Jack#2:
CONTRACTOR:
Jack #1 PSI: 7000
LEVEL/POUR: Level
2, Pour 5 (P7.5 -P10.8/17-18)
Jack #2 PSI:
DATE: 8/1/18
1 STRESS BY: K & A Rebar
VERIFIED BY: Adam Wood
PAGE 3 OF 4
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
M016J 4.5
4.75
4.19
4.75
4.82
4.75
6%
M016K 4.5
4.625
4.19
4.63
4.82
4.625
3%
M016L 4.5
4.5
4.19
4.50
4.82
4.5
0%
M016M 4.5
4.5
4.19
4.50
4.82
4.5
0%
M 107A 4.625
4.5
4.30
4.50
4.95
4.5
-3%
M107B 4.625
4.625
4.30
4.63
4.95
4.625
0%
M 107C 4.625
4.75
4.30
4.75
4.95
4.75
3%
M 107D 4.625
4.5
4.30
4.50
4.95
4.5
-3%
M107E 4.625
43/4
4.30
4.75
4.95
4.75
3%
M 107F 4.625
4.875
4.30
4.88
4.95
4.875
5%
M107G 4.625
4.5
4.30
4.50
4.95
4.5
-3%
M107 measured right to left, top to bottom on South end.
SHEETTITLE:
ELONGATION RECORDS
Jack #1:MR607
JOB/LOCATION: Grapevine
Main Phase I
Jack#2:
CONTRACTOR.
Jack #1 PSI: 7000
LEVEL/POUR: Level 2, Pour 5 (137.5-1310.8/17-18)
Jack #2 PSI:
DATE: 8/1/18
1 STRESS BY: K & A Rebar
IVERIFIED BY: Adam Wood
PAGE 4 OF 4
Distribution Page
Report Number: 95181011.0391
Service Date: 08/01/18
Report Date: 08/09/18
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
CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0390A
Service Date: 08/01/18
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 August 1, 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 31, 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 95181011.0390
Services:
Terracon Rep.: Adam Wood
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: 95181011.0390A
Service Date: 08/01/18
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