HomeMy WebLinkAboutTerracon - 3/05/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0076
Service Date: 03/05/18 2501 E Loop 820 N
Report Date: 04/09/18 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
Mix ID: 9727
Supplier: Argos
Batch Time: 1035 Plant: 123
Truck No.: 7157 Ticket No.: 12325068
Field Test Data
Test
Result
Specification
Slump (in):
61/2
5-7
Air Content (%):
4.5
3-6
Concrete Temp. (F):
60
50-95
Ambient Temp. (F):
60
36-100
Plastic Unit Wt. (pcf):
146.4
72,400
Yield (Cu. Yds.):
44.2
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
Area
Date
(sq in)
Received
12.57
03/06/18
12.57
03/06/18
12.57
03/06/18
12.57
03/06/18
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
03/05/18 Sample Time: 1100
Daniel Blocker
Clear
8 Batch Size (cy): 8
Pump
Wall, Grid Line P4/15.7
Wall, Grid Line P4/15.28, Wrapping
Around on P4 to 16 Finishing at Grid
Line P7/16
Age at Maximum
Date
Test
Load
Tested
(days)
(lbs)
03/12/18
7
38,790
04/02/18
28
78,010
04/02/18
28
74,010
04/02/18
28
72,400
Average (28 days)
1 E 03/06/18 Hold
Initial Cure: Outside Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Compressive
Strength
Fracture
(psi)
Type
3,090
5
6,210
4
5,890
5
5,760
4
5,950
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: 95181011.0076
Service Date: 03/05/18
Report Date: 04/09/18 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: 95181011.0076
Service Date: 03/05/18 2501 E Loop 820 N
Report Date: 03/16/18 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: 1035
Plant:
123
Truck No.: 7157
Ticket No.:
12325068
Field Test Data
A
4.00
Test
Result
Specification
Slump (in):
61/2
5-7
Air Content (%):
4.5
3-6
Concrete Temp. (F):
60
50-95
Ambient Temp. (F):
60
36-100
Plastic Unit Wt. (pcf):
146.4
Yield (Cu. Yds.):
44.2
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
Initial Cure: Outside
Final Cure: Moist
Comments:
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
03/06/18
03/12/18
12.57
03/06/18
04/02/18
12.57
03/06/18
04/02/18
12.57
03/06/18
04/02/18
03/06/18
Final Cure: Moist
Room
03/05/18 Sample Time: 1100
Daniel Blocker
Clear
8 Batch Size (cy): 8
Pump
Wall, Grid Line P4/15.7
Wall, Grid Line P4/15.28, Wrapping
Around on P4 to 16 Finishing at Grid
Line P7/16
Age at Maximum
Test Load
(days) (lbs)
7 38,790
28
28
28
Hold
Compressive
Strength Fracture
(psi) Type
3,090 5
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: 95181011.0076
Service Date: 03/05/18
Report Date: 03/16/18
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: 95181011.0075
Service Date: 03/05/18 2501 E Loop 820 N
Report Date: 04/09/18 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: 4,000 psi @ 28 days
Mix ID:
9211
Supplier:
Argos
Batch Time:
1145 Plant: 123
Truck No.:
5112 Ticket No.: 12325078
Field Test Data
Test
Result
Specification
Slump (in):
7
6-8
Air Content (%):
1.9
0-3
Concrete Temp. (F):
62
50-95
Ambient Temp. (F):
70
36-100
Plastic Unit Wt. (pcf):
147.6
61,260
Yield (Cu. Yds.):
44.5
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
Area
Date
(sq in)
Received
12.57
03/06/18
12.57
03/06/18
12.57
03/06/18
12.57
03/06/18
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
03/05/18 Sample Time: 1215
Daniel Blocker
Clear
10 Batch Size (cy): 10
Bucket
Pier, Grid Line P3.1/16.5
Drilled Piers, see report
95181011.0074
Age at Maximum
Date
Test
Load
Tested
(days)
(lbs)
03/12/18
7
55,380
04/02/18
28
62,960
04/02/18
28
64,860
04/02/18
28
61,260
Average (28 days)
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: Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Terracon Rep.: Daniel Blocker
Reported To:
Contractor: Manhattan
Report Distribution:
See attached distribution list.
Compressive
Strength
Fracture
(psi)
Type
4,410
4
5,010
3
5,160
4
4,870
5
5,020
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: 95181011.0075
Service Date: 03/05/18
Report Date: 04/09/18 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: 95181011.0075
Service Date: 03/05/18 2501 E Loop 820 N
Report Date: 03/16/18 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:
1145 Plant: 123
Truck No.:
5112 Ticket No.: 12325078
Field Test Data
Test
Result
Specification
Slump (in):
7
6-8
Air Content (%):
1.9
0-3
Concrete Temp. (F):
62
50-95
Ambient Temp. (F):
70
36-100
Plastic Unit Wt. (pcf):
147.6
4.00
Yield (Cu. Yds.):
44.5
Room
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
Initial Cure: Outside
Final Cure: Moist
Comments:
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
03/06/18
03/12/18
12.57
03/06/18
04/02/18
12.57
03/06/18
04/02/18
12.57
03/06/18
04/02/18
Final Cure: Moist
Room
03/05/18 Sample Time: 1215
Daniel Blocker
Clear
10 Batch Size (cy): 10
Bucket
Pier, Grid Line P3.1/16.5
Drilled Piers, see report
95181011.0074
Age at
Maximum
Test
Load
(days)
(lbs)
7
55,380
28
28
28
Samples Made By: Terracon
Services: Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Terracon Rep.: Daniel Blocker
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Compressive
Strength Fracture
(psi) Type
4,410 4
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: 95181011.0075
Service Date: 03/05/18
Report Date: 03/16/18
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: 95181011.0074
Irerracon
Service Date: 03/05/18 2501 E Loop 820 N
Report Date: 07/02/18 Revision 1 - rebar 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: 95181011.0074
Service Date: March 5, 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
P3/16.5
P2.2/16.45
P1/16.7
P1/16.4
Pier Diameter (in.)
24
24
36
36
Top of Ground Elevation (ft.)
629.85
630.27
630.89
630.55
Top of Pier Elevation (ft.)
626.58
626.58
626.58
626.58
Depth to Bearing Stratum from Ground (ft.)
25.0
25.0
27.0
27.0
Depth of Pier from Ground (ft.)
42.1
41.1
46.5
44.0
Required Penetration (ft.)
16.0
16.0
19.0
17.0
Actual Penetration (ft.)
17.1
16.1
19.5
17.0
Depth from Top of Concrete (ft.)
38.9
37.1
42.3
39.6
Condition of Bottom (wet or dry)
Dry
Dry
Dry
Dry
Plumb Within Tolerance (yes or no)
Yes
Yes
Yes
Yes
Casing Diameter (in.)
26
26
38
38
Cased Depth (ft.)
26.0
26.0
28.0
28.0
Number of Vertical Bars (ea.)
8
8
12
12
Reinforcing Bar Size (#)
8
8
9
9
Length of Vertical Bars (ft.)
41.4
39.9
44.7
41.6
Time Drilling was Completed
9:30 AM
10:40 AM
12:00 PM
4:15 PM
Time Concrete was Placed
3:15 PM
4:15 PM
5:30 PM
6:15 PM
Page 1 of 1
Distribution Page
Report Number: 95181011.0074
Service Date: 03/05/18
Report Date: 07/02/18 Revision 1 - rebar
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: 95181011.0074
Irerracon
Service Date: 03/05/18 2501 E Loop 820 N
Report Date: 03/14/18 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: 95181011.0074
Service Date: March 5, 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
P3/16.5
P2.2/16.45
P1/16.7
P1/16.4
Pier Diameter (in.)
24
24
36
36
Top of Ground Elevation (ft.)
629.85
630.27
630.89
630.55
Top of Pier Elevation (ft.)
626.58
626.58
626.58
626.58
Depth to Bearing Stratum from Ground (ft.)
25.0
25.0
27.0
27.0
Depth of Pier from Ground (ft.)
42.1
41.1
46.5
44.0
Required Penetration (ft.)
16.0
16.0
19.0
17.0
Actual Penetration (ft.)
17.1
16.1
19.5
17.0
Depth from Top of Concrete (ft.)
38.9
37.1
42.3
39.6
Condition of Bottom (wet or dry)
Dry
Dry
Dry
Dry
Plumb Within Tolerance (yes or no)
Yes
Yes
Yes
Yes
Casing Diameter (in.)
26
26
38
38
Cased Depth (ft.)
26.0
26.0
28.0
28.0
Number of Vertical Bars (ea.)
8
8
16
16
Reinforcing Bar Size (#)
8
8
10
10
Length of Vertical Bars (ft.)
41.4
39.9
44.7
41.6
Time Drilling was Completed
9:30 AM
10:40 AM
12:00 PM
4:15 PM
Time Concrete was Placed
3:15 PM
4:15 PM
5:30 PM
6:15 PM
Page 1 of 1
Distribution Page
Report Number: 95181011.0074
Service Date: 03/05/18
Report Date: 03/14/18
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