HomeMy WebLinkAboutTerracon - 4/11/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0171
Service Date: 04/11/18 2501 E Loop 820 N
Report Date: 05/14/18 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
samples.
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information
Contractor: Manhattan
Sample Information
Report Distribution:
Specified Strength: 3,000
psi @28
days
Sample Date:
04/11/18 Sample Time: 1200
Senior Project Manager
Sampled By:
Daniel Blocker
Mix ID: 9458
Weather Conditions:
clear
Supplier: Argos
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 1100
Plant:
Placement Method:
pump
Truck No.: cy18
Ticket No.:
11024271
Water Added Before (gal):
0
Water Added After (gal):
0
Field Test Data
Sample Location:
Pier @ GL (H/5.6)
Test
Result
Specification Placement Location:
see report 0170
Slump (in):
6
5-7
Air Content (%):
2.0
0-3
Concrete Temp. (F):
65
50-95
Ambient Temp. (F):
74
35-100
Plastic Unit Wt. (pcf):
148.8
Yield (Cu. Yds.):
44.8
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
04/18/18 7 46,380
3,690 4
1 B 4.00
12.57
05/09/18 28 63,490
5,050 2
1 C 4.00
12.57
05/09/18 28 64,070
5,100 4
1 D 4.00
12.57
05/09/18 28 60,690
4,830 3
Average (28 days)
4,990
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:
Reviewed By:
See attached distribution list.
John, Tupa
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 indicat
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 sam
tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cx000l, 11-16-12, Rev.6 Page 1 of 1
Distribution Paae
Report Number: 95181011
Service Date: 04/11/18
Report Date: 05/14/18
Task:
Distribution List
0171
Revision 1 - 28 -day results
(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: 95181011.0171
Service Date: 04/11/18 2501 E Loop 820 N
Report Date: 04/23/18 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: 9458
Supplier: Argos
Batch Time: 1100 Plant:
Truck No.: cy18 Ticket No.: 11024271
Field Test Data
Test
Result
Specification
Slump (in):
6
5-7
Air Content (%):
2.0
0-3
Concrete Temp. (F):
65
50-95
Ambient Temp. (F):
74
35-100
Plastic Unit Wt. (pcf):
148.8
see report 0170
Yield (Cu. Yds.):
44.8
12.57
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
0
Initial Cure: Outside
0
Comments:
Sample Date:
04/11/18 Sample Time: 1200
Sampled By:
Daniel Blocker
Weather Conditions:
clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Pier @ GL (H/5.6)
Placement Location:
see report 0170
Age at Maximum
Area
Date Date
Test
Load
(sq in)
Received Tested
(days)
(lbs)
12.57
04/18/18
7
46,380
12.57
05/09/18
28
12.57
05/09/18
28
12.57
05/09/18
28
Hold
Final Cure: Moist Room
Compressive
Strength Fracture Tested
(psi) Type By
3,690 4
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: 95181011.0171
Service Date: 04/11/18
Report Date: 04/23/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, 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
DRILLED PIER OBSERVATION REPORT
Report Number: 95181011.0170
Irerracon
Service Date: 04/11/18 2501 E Loop 820 N
Report Date: 07/02/18 Revision 1 - piers 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: 95181011.0170
Service Date: April 11, 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: Dan Blocker
Pier Identification
1-1/5.6
H/5
F.2/6
E.7/6
1-1/7.2
J/6.9
J/5
Pier Diameter (in.)
42
36
24
24
30
42
36
Top of Ground Elevation (ft.)
623.79
624.45
623.49
623.00
623.15
622.96
624.48
Top of Pier Elevation (ft.)
622.25
622.25
622.25
622.25
620.25
622.25
622.25
Depth to Bearing Stratum from Ground (ft.)
19.0
18.0
18.0
18.0
18.0
18.0
18.0
Depth of Pier from Ground (ft.)
44.4
39.0
28.3
28.8
38.0
43.0
39.6
Required Penetration (ft.)
25.0
20.0
10.0
10.0
20.0
25.0
20.0
Actual Penetration (ft.)
25.4
21.0
10.3
10.8
20.0
25.0
21.6
Depth from Top of Concrete (ft.)
42.9
37.6
26.9
27.6
35.0
42.5
37.4
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.)
44
38
26
26
32
44
38
Cased Depth (ft.)
19.0
19.0
18.0
18.0
19.0
19.0
18.0
Number of Vertical Bars (ea.)
8
8
6
6
8
8
8
Reinforcing Bar Size (#)
9
8
6
6
7
9
8
Length of Vertical Bars (ft.)
42.4
36.5
26.3
27.1
35.6
41.4
36.9
Time Drilling was Completed
8:00 AM
9:30 AM
10:00 AM
10:30 AM
12:00 PM
2:00 PM
3:30 PM
Time Concrete was Placed
12:45 PM
1:30 PM
2:30 PM
3:30 PM
4:00 PM
4:30 PM
5:30 PM
Page 1 of 1
Distribution Page
Report Number: 95181011.0170
Service Date: 04/11/18
Report Date: 07/02/18 Revision 1 - piers
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: 95181011.0170
Irerracon
Service Date: 04/11/18 2501 E Loop 820 N
Report Date: 04/18/18 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: 95181011.0170
Service Date: April 11, 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: Dan Blocker
Pier Identification
1-1/5.6
H/5
F.2/6
E.7/6
1-1/7.2
J/6.9
J/5
Pier Diameter (in.)
42
36
24
24
30
42
36
Top of Ground Elevation (ft.)
623.79
624.45
623.49
623.00
623.15
622.96
624.48
Top of Pier Elevation (ft.)
622.25
622.25
622.25
622.25
620.25
622.25
622.25
Depth to Bearing Stratum from Ground (ft.)
19.0
18.0
18.0
18.0
18.0
18.0
18.0
Depth of Pier from Ground (ft.)
44.4
39.0
28.3
28.8
38.0
43.0
39.6
Required Penetration (ft.)
25.0
20.0
10.0
10.0
20.0
25.0
20.0
Actual Penetration (ft.)
25.4
21.0
10.3
10.8
20.0
25.0
21.6
Depth from Top of Concrete (ft.)
42.9
37.6
26.9
27.6
35.0
42.5
37.4
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.)
44
38
26
26
32
44
38
Cased Depth (ft.)
19.0
19.0
18.0
18.0
19.0
19.0
18.0
Number of Vertical Bars (ea.)
8
8
6
6
8
8
8
Reinforcing Bar Size (#)
9
8
6
6
7
9
8
Length of Vertical Bars (ft.)
42.4
36.5
26.3
27.1
35.6
41.4
36.9
Time Drilling was Completed
8:00 AM
9:30 AM
10:00 AM
10:30 AM
12:00 PM
2:00 PM
3:30 PM
Time Concrete was Placed
12:45 PM
1:30 PM
2:30 PM
3:30 PM
4:00 PM
4:30 PM
5:30 PM
Page 1 of 1
Distribution Page
Report Number: 95181011.0170
Service Date: 04/11/18
Report Date: 04/18/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, 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: 95181011.0169
Service Date: 04/11/18 2501 E Loop 820 N
Report Date: 06/07/18 Revision 2 - 56 -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: 4,500
psi @ 28
days Sample Date:
04/11/18 Sample Time: 1115
Sampled By:
Daniel Blocker
Mix ID: 9908
Weather Conditions:
clear
Supplier: Argos
Accumulative Yards:
9 Batch Size (cy): 9
Batch Time: 1045
Plant:
Placement Method:
bucket
Truck No.: cyl4
Ticket No.:
11024268 Water Added Before (gal):
0
Field Test Data
Water Added After (gal):
0
Sample Location:
Wall @ GL (15/P7)
Test
Result
Specification Placement Location:
Basebment Walls @ GL (15/P7 -P8)
Slump (in):
5
3-5
Air Content (%):
2.2
0-3
Concrete Temp. (F):
67
50-95
Ambient Temp. (F):
74
Plastic Unit Wt. (pcf):
150.8
Yield (Cu. Yds.):
45.3
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
04/18/18 7 40,280
3,210 4
1 B 4.00
12.57
05/09/18 28 54,770
4,360 4
1 C 4.00
12.57
05/09/18 28 50,890
4,050 5
1 D 4.00
12.57
05/09/18 28 49,890
3,970 5
Average (28 days)
4,130
1 E 4.00
12.57
06/06/18 56 57,200
4,550 5
Initial Cure: Outside
Final Cure: Moist Room
Comments: Compressive strength of 56 day cylinders complies with the specified strength.
56 day compressive strength result
achieved the required 4500 psi.
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: 95181011.0169
Service Date: 04/11/18
Report Date: 06/07/18 Revision 2 - 56 -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: 95181011.0169
Service Date: 04/11/18 2501 E Loop 820 N
Report Date: 05/16/18 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: 4,500 psi @ 28 days
Mix ID: 9908
Supplier: Argos
Batch Time: 1045 Plant:
Truck No.: cyl4 Ticket No.: 11024268
Field Test Data
Test
Result
Specification
Slump (in):
5
3-5
7
Air Content (%):
2.2
0-3
28
Concrete Temp. (F):
67
50-95
Average
Ambient Temp. (F):
74
Plastic Unit Wt. (pcf):
150.8
Yield (Cu. Yds.):
45.3
Laboratory Test Data
Set Specimen Avg Diam.
Area
Date
Date
No. ID (in)
(sq in)
Received
Tested
1 A 4.00
12.57
04/18/18
1 B 4.00
12.57
05/09/18
1 C 4.00
12.57
05/09/18
1 D 4.00
12.57
05/09/18
1 E 4.00 12.57
Initial Cure: Outside
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
06/06/18
Final Cure: Moist Room
Age at
Maximum
Test
Load
(days)
(lbs)
7
40,280
28
54,770
28
50,890
28
49,890
Average
(28 days)
56
04/11/18 Sample Time: 1115
Daniel Blocker
clear
9 Batch Size (cy): 9
bucket
Wall @ GL (15/P7 -P8)
Same as Sample Location
Compressive
Strength
Fracture Tested
(psi)
Type By
3,210
4
4,360
4
4,050
5
3,970
5
4,130
Comments: * Average compressive strength of 28 day cylinders does not comply 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:
Joh upa
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 indicat
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 sam
tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR000l, 11-16-12, Rev.6 Page 1 of 1
Distribution Paae
Report Number: 95181011
Service Date: 04/11/18
Report Date: 05/16/18
Task:
Distribution List
0169
Revision 1 - 28 -day results
(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: 95181011.0169
Service Date: 04/11/18 2501 E Loop 820 N
Report Date: 04/27/18 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: 4,500 psi @ 28 days
Mix ID:
9908
Supplier:
Argos
Batch Time:
1045 Plant:
Truck No.:
cyl4 Ticket No.: 11024268
Field Test Data
Test
Result
Specification
Slump (in):
5
3-5
Air Content (%):
2.2
0-3
Concrete Temp. (F):
67
50-95
Ambient Temp. (F):
74
28
Plastic Unit Wt. (pcf):
150.8
05/09/18
Yield (Cu. Yds.):
45.3
12.57
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
40,280
Initial Cure: Outside
05/09/18
Comments:
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
04/18/18
7
40,280
12.57
05/09/18
28
12.57
05/09/18
28
12.57
05/09/18
28
Hold
Final Cure: Moist Room
04/11/18 Sample Time: 1115
Daniel Blocker
clear
9 Batch Size (cy): 9
bucket
wall @ GL (15/P7 -P8)
Same as Sample Location
Compressive
Strength Fracture Tested
(psi) Type By
3,210 4
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: 95181011.0169
Service Date: 04/11/18
Report Date: 04/27/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, 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 SAMPLE PICK-UP REPORT
Report Number: 95181011.0166A
Irerracon
Service Date: 04/11/18 2501 E Loop 820 N
Report Date: 04/16/18 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
Project Number: 95181011
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 5
Report No.: 95181011.0166
No. of Cylinders: 1 set of 5 (4x8)
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: 95181011.0166A
Service Date: 04/11/18
Report Date: 04/16/18
Task:
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) City of Grapevine TX, Curtis A Bergthold
(1) Construction Management Group of Fair Oaks CA, 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