HomeMy WebLinkAboutTerracon - 3/19/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0112
Service Date: 03/19/18 2501 E Loop 820 N
Report Date: 04/18/18 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
Maximum
Material Information
Set Specimen Avg Diam.
Sample Information
Date Date
Specified Strength: 5,000
psi @
28 days
Sample Date:
03/19/18 Sample Time: 1230
(sq in)
Received Tested
(days)
Sampled By:
Daniel Moreno
Mix ID: 1504
1 A 4.00
12.57
Weather Conditions:
Clear/Heavy wind
Supplier: Redi Mix Concrete
5,190
4
Accumulative Yards:
3/3 Batch Size (cy): 3
Batch Time: 1112
Plant:
135
Placement Method:
Direct Discharge
Truck No.: 1448
Ticket No.:
25816147
Water Added Before (gal):
76,310
Field Test Data
2
1 D 4.00
Water Added After (gal):
04/16/18
28
77,070
6,130
Sample Location:
Junction Box Cap- Sta. 0.88 Line A
Test
Result
Specification
Placement Location:
Junction Box Cap- Sta. 0.88 Line A
Slump (in):
3
3-5
Hold
Air Content (%):
2.6
0-3
Initial Cure: Outside
Concrete Temp. (F):
73
50--95
Ambient Temp. (F):
68
Plastic Unit Wt. (pcf):
145.2
Yield (Cu. Yds.):
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
03/26/18
7
65,260
5,190
4
1 B 4.00
12.57
04/16/18
28
74,460
5,930
4
1 C 4.00
12.57
04/16/18
28
76,310
6,070
2
1 D 4.00
12.57
04/16/18
28
77,070
6,130
2
Average
(28 days)
6,040
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 Moreno
Reported To: David with Manhattan
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: 95181011.0112
Service Date: 03/19/18
Report Date: 04/18/18 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) 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: 95181011.0112
Service Date: 03/19/18 2501 E Loop 820 N
Report Date: 04/02/18 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: 1504
Supplier: Redi Mix Concrete
Batch Time: 1112 Plant: 135
Truck No.: 1448 Ticket No.: 25816147
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result
Specification
3
3-5
2.6
0-3
73
50--95
68
1 B
145.2
12.57
Laboratory Test Data
Set Specimen
Avg Diam.
Area
No. ID
(in)
(sq in)
1 A
4.00
12.57
1 B
4.00
12.57
1 C
4.00
12.57
1 D
4.00
12.57
1 E
Hold
Initial Cure: Outside
Comments:
Samples Made By: Terracon
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
03/19/18 Sample Time: 1230
Daniel Moreno
Clear/Heavy wind
3/3 Batch Size (cy): 3
Direct Discharge
Junction Box Cap- Sta. 0.88 Line A
Junction Box Cap- Sta. 0.88 Line A
Age at Maximum
Date Date
Test
Load
Received Tested
(days)
(lbs)
03/26/18
7
65,260
04/16/18
28
04/16/18
28
04/16/18
28
Hold
Final Cure: Moist Room
Compressive
Strength Fracture
(psi) Type
5,190 4
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Daniel Moreno
Reported To: David with Manhattan
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: 95181011.0112
Service Date: 03/19/18
Report Date: 04/02/18
Task:
Distribution List
(1) Coury Hospitality, mark@brookshc.com
(1)AECC Inc, leel@aeccinc.com
(1) City of Grapevine TX, curtisb@grapevinetexas.gov
(1) CMG Construction, blakec@cmgconstruction.com
(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
Irerracon
Report Number: 95181011.0111
Service Date: 03/19/18 2501 E Loop 820 N
Report Date: 03/27/18 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
A Terracon Representative arrived on the jobsite to perform Drilled Pier Observations. On this day we only drilled down to bearing and set
casing in five different piers. Manhatton Construction is planning on finishing these drilled piers on the next day as well as pouring
concrete to pier elevation.
Services: Drilled Pier Observation
Terracon Rep.: Daniel Moreno
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.
se0001, 10-16-13, Rev.10 Page 1 of 1
DRILLED PIER OBSERVATION
Report Number: 95181011.0111
Service Date: March 19, 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 Moreno
Pier Identification
E.6/13.8
E.8/13
E.8/12
G.5/13
G.5/12
E.8/11
G.7/11
Pier Diameter (in.)
24
42
42
36
36
42
36
Top of Ground Elevation (ft.)
621.22
623.07
622.11
622.97
622.69
622.50
622.88
Top of Pier Elevation (ft.)
620.25
622.25
622.25
622.25
622.25
622.25
622.25
Depth to Bearing Stratum from Ground (ft.)
17.0
18.0
17.4
18.5
17.8
18.0
23.0
Depth of Pier from Ground (ft.)
28.0
46.0
45.0
43.0
45.3
43.1
44.0
Required Penetration (ft.)
10.0
25.0
25.0
20.0
20.0
25.0
20.0
Actual Penetration (ft.)
11.0
28.0
27.6
24.5
27.5
25.1
21.0
Depth from Top of Concrete (ft.)
28.5
46.0
44.5
42.5
45.3
43.0
43.5
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.)
26
44
44
38
38
44
38
Cased Depth (ft.)
18.0
19.0
19.0
23.0
23.0
19.0
24.0
Number of Vertical Bars (ea.)
6
8
8
8
8
8
8
Reinforcing Bar Size (#)
6
9
9
8
8
9
8
Length of Vertical Bars (ft.)
26.2
45.0
44.9
44.2
44.2
43.0
43.2
Time Drilling was Completed
8:10 AM
9:00 AM
9:50 AM
10:55 AM
10:25 AM
1:30 PM
3:00 PM
Time Concrete was Placed
12:20 PM
2:05 PM
2:20 PM
2:30 PM
4:00 PM
5:30 PM
5:50 PM
"Started penetration below casing.
Page 1 of 1
Distribution Page
Report Number: 95181011.0111
Service Date: 03/19/18
Report Date: 03/27/18
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