HomeMy WebLinkAboutTerracon - 6/14/2018FIELD DENSITY TEST REPORT Irerracon
Report Number: 95181011.0303
Service Date: 06/14/18 2501 E Loop 820 N
Report Date: 06/20/18 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 Lab Test Data Project Requirements
Mat. Proctor
No. Ref. No.
1 95181011.0005
Field Test Data
Classification and Description
Dark Brown Sandy Clay
Test
No. Test Location
Laboratory
Test Method
ASTM D698
Optimum
Water
Max. Lab
Water
Content
Density
Content Compaction
(%)
(pcf)
(%) (%)
21.9
99.6
+4 +94
Probe Wet Water Water Dry Percent
Lift / Mat. Depth Density Content Content Density Compaction
Elev. No. (in) (pcf) (pcf) (%) (pcf) (%)
Moisture Condition backfill for paving
81 P8/18 Lift 2 1 10 123.1 25.8 26.5 97.3 98
Moisture Condition backfill for paving
82 P9/17 Lift 2 1 10 122.6 25.2 25.9 97.4 98
Moisture Condition backfill for paving
83 P6.6/16 Lift 2 1 10 119.1 24.7 26.2 94.4 95
Datum:
S/N: Make: Model: Last Cal. Date:
Comments: Test and/or retest results on this report meet project requirements as noted above.
Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition (ASTM D-6938).
Terracon Rep.: Brandon Martin
Reported To: David with Manhattan
Contractor:
Report Distribution:
See attached distribution list. Reviewed By:
__Lto Tul
Senior Project Manager
Test Methods: ASTM D6938
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: 95181011.0303
Service Date: 06/14/18
Report Date: 06/20/18
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 COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0302
Service Date: 06/14/18 2501 E Loop 820 N
Report Date: 07/19/18 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 Sample Date:
06/14/18 Sample Time:
Sampled By:
Contractor
Mix ID: 9727
Weather Conditions:
Sunny
Supplier:
Accumulative Yards:
Batch Size (cy): 9
Batch Time:
Plant:
Placement Method:
Bucket & lift
Truck No.:
Ticket No.:
Water Added Before (gal):
Field Test Data
Water Added After (gal):
Sample Location:
Columns P6/18
Test
Result
Specification Placement Location:
Columns on garage p6/18 - p9/18
5-7
ground level to 2nd floor
Air Content (%):
3-6
Concrete Temp. (F):
50-95
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
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
06/21/18 7 55,110
4,390 4
1 B 4.00
12.57
07/12/18 28 71,910
5,720 5
1 C 4.00
12.57
07/12/18 28 71,500
5,690 4
1 D 4.00
12.57
07/12/18 28 66,800
5,320 4
Average (28 days)
5,580
1 E
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.
Contractor called in late for concrete.
Placement location provided by the contractor. Contractor made cylinders.
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.: Contractor
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: 95181011.0302
Service Date: 06/14/18
Report Date: 07/19/18 Revision 1 - 28 -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: 95181011.0302
Service Date: 06/14/18 2501 E Loop 820 N
Report Date: 07/02/18 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: 9727
Supplier:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test Result
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
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
55,110
Initial Cure: Outside
07/12/18
Specification
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
06/21/18
7
55,110
12.57
07/12/18
28
12.57
07/12/18
28
12.57
07/12/18
28
Hold
Final Cure: Moist Room
Comments: Not tested for plastic unit weight.
Late call in. Placement location provided by the contractor. Contractor made cylinders.
06/14/18 Sample Time:
Contractor
Batch Size (cy):
Columns on garage p6/18 - p9/18
ground level to 2nd floor
Compressive
Strength Fracture Tested
(psi) Type By
4,390 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.: Contractor
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: 95181011.0302
Service Date: 06/14/18
Report Date: 07/02/18
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: 95181011.0301A
Service Date: 06/14/18
Report Date: 06/15/18
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 June 14, 2018, a representative of Terracon was present at the above referenced project to obtain # 1 of 5 concrete test
cylinders cast on June 13th, 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 95181011.301.
Services:
Terracon Rep.: Daniel Blocker
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: 95181011.0301A
Service Date: 06/14/18
Report Date: 06/15/18
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