HomeMy WebLinkAboutTerracon - 3/07/2018CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0078A
Irerracon
Service Date: 03/07/18 2501 E Loop 820 N
Report Date: 03/09/18 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
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 5
Report No.: 95181011.0078
No. of Cylinders: 1 set of 5 (4 x 8)
Services:
Terracon Rep.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�,T
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 I
Distribution Page
Report Number: 95181011.0078A
Service Date: 03/07/18
Report Date: 03/09/18
Task:
Distribution List
(1) Coury Hospitality, mark@brookshc.com
(1)AECC Inc, leel@aeccinc.com
(1) City of Grapevine TX, curtisb@grapevinetexas.gov
(1) Manhattan Construction Co, bjensen@manhattanconstruction.com
(1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com
(1) Manhattan Construction Co, cpritchard@manhattanconstruction.com
(1) Manhattan Construction Co, drideau@manhattanconstruction.com
(1) Manhattan Construction Co, dsaiter@manhattanconstruction.com
(1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com
(1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 95181011.0083
Irerracon
Service Date: 03/07/18 2501 E Loop 820 N
Report Date: 03/09/18 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
Services Requested By: David Saiter
Connection Type/Description: columns/wall
Visual Observation Elevation(s)/Location(s): GL( P7/16.1) — (P7/15)
Type of Observation: initial
Referenced Documents: PKS-100A
Observation Results:
Based on our visual observations, the connections observed at the referenced locations appeared to be the proper size, type, in
the proper location and placed in general accordance with the identified referenced documents.
Exceptions:
Comments: Had one place where the steel needed to be tied better. Informed David, and the bars were promptly tightened.
Services: Observation of Reinforcing Steel Placement
Terracon Rep.: Daniel Blocker
Reported To:
Contractor:
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.
CT0019, 6-30-11, Rev.1 Page 1 of 1
Distribution Page
Report Number: 95181011.0083
Service Date: 03/07/18
Report Date: 03/09/18
Task:
Distribution List
(1) Coury Hospitality, mark@brookshc.com
(1)AECC Inc, leel@aeccinc.com
(1) City of Grapevine TX, curtisb@grapevinetexas.gov
(1) Manhattan Construction Co, bjensen@manhattanconstruction.com
(1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com
(1) Manhattan Construction Co, cpritchard@manhattanconstruction.com
(1) Manhattan Construction Co, drideau@manhattanconstruction.com
(1) Manhattan Construction Co, dsaiter@manhattanconstruction.com
(1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com
(1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0081
Service Date: 03/07/18 2501 E Loop 820 N
Report Date: 04/11/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978
Task: 817-268-8600 Reg No: F-3272
Client
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 9211
Supplier: Argos
Batch Time: 1050 Plant: 123
Truck No.: 4027 Ticket No.: 12325212
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
6-8
1.9
0-3
62
50-95
65
36-100
Laboratory Test Data
44.5
Set Specimen
Avg Diam.
Area
Date
No. ID
(in)
(sq in)
Received
1 A
4.00
12.57
03/08/18
1 B
4.00
12.57
03/08/18
1 C
4.00
12.57
03/08/18
1 D
4.00
12.57
03/08/18
Project
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
03/07/18 Sample Time: 1145
Daniel Blocker
Clear
10 Batch Size (cy): 10
PUMP
Pier, Grid Line P12/17.8
Drilled Piers, see report
95181011.0080
Age at Maximum
Date
Test
Load
Tested
(days)
(lbs)
03/14/18
7
38,210
04/04/18
28
70,970
04/04/18
28
64,960
04/04/18
28
66,410
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
3,040
5
5,650
4
5,170
5
5,280
3
5,370
1 E 03/08/18 Hold
Initial Cure: Outside Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
Samples Made By: Terracon
Services: Verify aggregate moisture contents and batch weight corrections, witness batching procedure, sample concrete, perform
plastic concrete tests and cast cylinders for laboratory strength testing.
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: 95181011.0081
Service Date: 03/07/18
Report Date: 04/11/18 Revision 1 - 28 -day results
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) CMG Construction, Blake Cearley
(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: 95181011.0081
Service Date: 03/07/18 2501 E Loop 820 N
Report Date: 03/20/18 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: 4,000 psi @ 28 days
Mix ID:
9211
Supplier:
Argos
Batch Time:
1050
Truck No.:
4027
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Plant: 123
Ticket No.: 12325212
Result
Specification
61/2
6-8
1.9
0-3
62
50-95
65
36-100
Laboratory Test Data
44.5
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
Initial Cure: Outside
Final Cure: Moist
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Area
Date
Date
(sq in)
Received
Tested
12.57
03/08/18
03/14/18
12.57
03/08/18
04/04/18
12.57
03/08/18
04/04/18
12.57
03/08/18
04/04/18
03/08/18
Final Cure: Moist
Room
Comments: Not tested for plastic unit weight.
03/07/18 Sample Time: 1145
Daniel Blocker
Clear
10 Batch Size (cy): 10
PUMP
Pier, Grid Line P12/17.8
Drilled Piers, see report
95181011.0080
Age at Maximum
Test Load
(days) (lbs)
7 38,210
28
28
28
Hold
Compressive
Strength Fracture
(psi) Type
3,040 5
Samples Made By: Terracon
Services: Verify aggregate moisture contents and batch weight corrections, witness batching procedure, sample concrete, perform
plastic concrete tests and cast cylinders for laboratory strength testing.
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: 95181011.0081
Service Date: 03/07/18
Report Date: 03/20/18
Task:
Distribution List
(1) Coury Hospitality, mark@brookshc.com
(1)AECC Inc, leel@aeccinc.com
(1) City of Grapevine TX, curtisb@grapevinetexas.gov
(1) Manhattan Construction Co, bjensen@manhattanconstruction.com
(1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com
(1) Manhattan Construction Co, cpritchard@manhattanconstruction.com
(1) Manhattan Construction Co, drideau@manhattanconstruction.com
(1) Manhattan Construction Co, dsaiter@manhattanconstruction.com
(1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com
(1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
DRILLED PIER OBSERVATION REPORT
Report Number: 95181011.0080
Irerracon
Service Date: 03/07/18 2501 E Loop 820 N
Report Date: 07/02/18 Revision 1 - Change locations 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 Terracon technician arrived at the above referenced jobsite as scheduled for Drilled Pier Observation. See attached sheet
for recorded data.
NOTE: Elevation data provided by others or taken from plans.
Services: Drilled Pier Observation
Terracon Rep.: Daniel Blocker
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
DRILLED PIER OBSERVATION
Report Number: 95181011.0080
Service Date: March 7, 2018
Client: Brooks Hospitality Consulting Corp
Attn: Mark Brooks
206 Oldenwood Ct
Colleyville, TX 76034
Driller: CMG
1 rerracon
2501 E. Loop 820 North
Fort Worth, Texas 76118
817-268-8600 Reg No: F-3272
Project:
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project No.: 95181011
Technician: Daniel Blocker
Pier Identification
P12/17.8
P10/18
P3/16
P13/18
P1/16.45
P1/15
P2.2/15
Pier Diameter (in.)
36
36
48
24
24
36
36
Top of Ground Elevation (ft.)
626.85
628.00
629.80
626.32
630.38
631.55
631.19
Top of Pier Elevation (ft.)
622.58
623.58
631.08
622.58
626.55
631.08
631.08
Depth to Bearing Stratum from Ground (ft.)
27.0
25.0
26.0
25.0
27.0
27.0
26.0
Depth of Pier from Ground (ft.)
52.0
50.2
57.4
51.4
43.0
51.0
48.2
Required Penetration (ft.)
24.0
23.0
31.0
25.0
16.0
24.0
21.0
Actual Penetration (ft.)
25.0
25.2
31.4
26.4
16.0
24.0
22.2
Depth from Top of Concrete (ft.)
622.6
623.6
631.1
622.6
626.6
631.1
631.1
Condition of Bottom (wet or dry)
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Plumb Within Tolerance (yes or no)
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Casing Diameter (in.)
38
38
50
26
26
38
38
Cased Depth (ft.)
28.0
27.0
28.0
26.0
28.0
28.0
28.0
Number of Vertical Bars (ea.)
12
12
16
8
8
12
12
Reinforcing Bar Size (#)
9
9
10
8
8
9
9
Length of Vertical Bars (ft.)
50.2
48.2
61.8
50.2
41.3
53.0
50.7
Time Drilling was Completed
8:45 AM
9:30 AM
9:30 AM
12:45 PM
12:00 PM
3:20 PM
2:00 PM
Time Concrete was Placed
12:45 PM
1:40 PM
2:45 PM
3:30 PM
3:45 PM
5:00 PM
5:30 PM
Page 1 of 1
Distribution Page
Report Number: 95181011.0080
Service Date: 03/07/18
Report Date: 07/02/18 Revision 1 - Change locations
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
DRILLED PIER OBSERVATION REPORT
Report Number: 95181011.0080
Irerracon
Service Date: 03/07/18 2501 E Loop 820 N
Report Date: 03/15/18 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 Terracon technician arrived at the above referenced jobsite as scheduled for Drilled Pier Observation. See attached sheet
for recorded data.
NOTE: Elevation data provided by others or taken from plans.
Services: Drilled Pier Observation
Terracon Rep.: Daniel Blocker
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
DRILLED PIER OBSERVATION
Report Number: 95181011.0080
Service Date: March 7, 2018
Client: Brooks Hospitality Consulting Corp
Attn: Mark Brooks
206 Oldenwood Ct
Colleyville, TX 76034
Driller: CMG
1 rerracon
2501 E. Loop 820 North
Fort Worth, Texas 76118
817-268-8600 Reg No: F-3272
Project:
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project No.: 95181011
Technician: Daniel Blocker
Pier Identification
P12/17.8
P10/18
P3/16
P13/18
P1/16.45
P1/15
P2.2/15
Pier Diameter (in.)
36
36
48
24
24
36
36
Top of Ground Elevation (ft.)
626.85
628.00
629.80
626.32
630.38
631.55
631.19
Top of Pier Elevation (ft.)
622.58
623.58
631.08
622.58
626.55
631.08
631.08
Depth to Bearing Stratum from Ground (ft.)
27.0
25.0
26.0
25.0
27.0
27.0
26.0
Depth of Pier from Ground (ft.)
52.0
50.2
57.4
51.4
43.0
51.0
48.2
Required Penetration (ft.)
24.0
23.0
31.0
25.0
16.0
24.0
21.0
Actual Penetration (ft.)
25.0
25.2
31.4
26.4
16.0
24.0
22.2
Depth from Top of Concrete (ft.)
622.6
623.6
631.1
622.6
626.6
631.1
631.1
Condition of Bottom (wet or dry)
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Plumb Within Tolerance (yes or no)
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Casing Diameter (in.)
38
38
50
26
26
38
38
Cased Depth (ft.)
28.0
27.0
28.0
26.0
28.0
28.0
28.0
Number of Vertical Bars (ea.)
16
16
16
8
8
16
16
Reinforcing Bar Size (#)
10
10
10
8
8
10
10
Length of Vertical Bars (ft.)
50.2
48.2
61.8
50.2
41.3
53.0
50.7
Time Drilling was Completed
8:45 AM
9:30 AM
9:30 AM
12:45 PM
12:00 PM
3:20 PM
2:00 PM
Time Concrete was Placed
12:45 PM
1:40 PM
2:45 PM
3:30 PM
3:45 PM
5:00 PM
5:30 PM
Page 1 of 1
Distribution Page
Report Number: 95181011.0080
Service Date: 03/07/18
Report Date: 03/15/18
Task:
Distribution List
(1) Coury Hospitality, mark@brookshc.com
(1)AECC Inc, leel@aeccinc.com
(1) City of Grapevine TX, curtisb@grapevinetexas.gov
(1) Manhattan Construction Co, bjensen@manhattanconstruction.com
(1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com
(1) Manhattan Construction Co, cpritchard@manhattanconstruction.com
(1) Manhattan Construction Co, drideau@manhattanconstruction.com
(1) Manhattan Construction Co, dsaiter@manhattanconstruction.com
(1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com
(1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600
CONCRETE SAMPLE PICK-UP REPORT
Report Number: 95181011.0079A
Irerracon
Service Date: 03/07/18 2501 E Loop 820 N
Report Date: 03/09/18 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
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 5
Report No.: 95181011.0079
No. of Cylinders: 1 set of 5 (4 x 8)
Services:
Terracon Rep.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
�,T
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 I
Distribution Page
Report Number: 95181011.0079A
Service Date: 03/07/18
Report Date: 03/09/18
Task:
Distribution List
(1) Coury Hospitality, mark@brookshc.com
(1)AECC Inc, leel@aeccinc.com
(1) City of Grapevine TX, curtisb@grapevinetexas.gov
(1) Manhattan Construction Co, bjensen@manhattanconstruction.com
(1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com
(1) Manhattan Construction Co, cpritchard@manhattanconstruction.com
(1) Manhattan Construction Co, drideau@manhattanconstruction.com
(1) Manhattan Construction Co, dsaiter@manhattanconstruction.com
(1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com
(1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com
Irerracon
2501 E Loop 820 N
Fort Worth, TX 76118-6978
817-268-8600