HomeMy WebLinkAboutJ5951 Dennis Yarmouth Middle School WE 2021-06-18Summary Report #3
June 21, 2021
Job No: 5951
Job Name:Dennis Yarmouth Middle School
296 Station Ave
South Yarmouth, MA 02664
Application No.:
TESTING
INSPECTION
ENGINEERING
EM
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
June 14, 2021
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached.
The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of
workmanship.
June 15, 2021
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached.
The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of
workmanship.
June 16, 2021
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached.
The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of
workmanship.
June 17, 2021
Enea Mushi reported to Ryan Dirico with Commodore Builders at the 296 Station Ave. Performed site visit. See attached.
The work observed was, to the best of Enea's knowledge, in accordance with the approved plans, specifications and applicable standards of
workmanship.
TESTING
INSPECTION
ENGINEERING
EM
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
June 18, 2021
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached.
The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of
workmanship.
Laboratory test results are enclosed if testing was done during the period covered by this report.
Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as
acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the
code.
Reviewed by:
Enea Mushi
Project Manager
06-24-2021
Date
Technical Contact: Jonathan Felts, Vice President (jfelts@fenaghengineering.com)
Administrative Contact: Leah Alloway (lalloway@fenaghengineering.com)
TESTING
INSPECTION
ENGINEERING
Soils Compaction
FET Project #: 5951
Project Name: Dennis Yarmouth Middle School TAA #: NA
Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Arsene Ntwali
June 14, 2021
Time In: 07:00 Time Out: 15:00
Weather: Sunny
Temperature: 77°F
Plans Dated: N/A
Conformance:
The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable
standards of workmanship.
Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below.
Reviewed by:
Arsene Ntwali
Inspector
06-14-2021
Date Enea Mushi
Project Manager
06-21-2021
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Proof
roller, Dozer, excavator . No samples taken.
Density Std (DS):
2530
Moisture Std (MS):
481
Specified Compaction:
95%
Soils Report prepared by:
Fenagh Engineering
Source of Fill:
Native:
General Location of Fill:
Building B East
Nuclear Gauge:
Humbolt HS-5001EZ 5200
calibration expiration date 09/2021
Soils Report Dated:
NA
Results Reported to:
Mitch Miller
Equipment Observed:
Compaction: Proof roller
Excavation:
Earthwork: Dozer, excavator
Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture
Loose glacial 1 NA 113.1 12.0
Test#Test Location Probe
Depth (in)
Test
Elev. (ft)
Ref.
Curve
Used
Test Dry Density
(lbs/cu. ft.)
Test Moisture
(%)
Compaction
(95%)
(%)
Comments
1 B29/L 6 25 1 108.6 5.1 96 Pass
2 B28/J.7 6 26 1 107.4 5.0 95 Pass
3 B18 6 25 1 108.0 3.9 95 Pass
4 B19 6 26 1 108.8 4.5 96 Pass
TESTING
INSPECTION
ENGINEERING
Soils Compaction
FET Project #: 5951
Project Name: Dennis Yarmouth Middle School TAA #: NA
Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Arsene Ntwali
June 15, 2021
Time In: 07:00 Time Out: 15:00
Weather: Sunny
Temperature: 80°F
Plans Dated: N/A
Conformance:
The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable
standards of workmanship.
Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below.
Reviewed by:
Arsene Ntwali
Inspector
06-15-2021
Date Enea Mushi
Project Manager
06-21-2021
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Proof
roller, Dozer, excavator . No samples taken.
Density Std (DS):
2546
Moisture Std (MS):
456
Specified Compaction:
95%
Soils Report prepared by:
Fenagh Engineering
Source of Fill:
Native:
General Location of Fill:
Building B West
Nuclear Gauge:
Humbolt HS-5001EZ 5200
calibration expiration date 09/2021
Soils Report Dated:
NA
Results Reported to:
Mitch Miller
Equipment Observed:
Compaction: Proof roller
Excavation:
Earthwork: Dozer, excavator
Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture
Loose glacial 1 NA 113.1 12.0
Test#Test Location Probe
Depth (in)
Test
Elev. (ft)
Ref.
Curve
Used
Test Dry Density
(lbs/cu. ft.)
Test Moisture
(%)
Compaction
(95%)
(%)
Comments
1 B4/K.8 6 24 1 108.0 5.2 95 Pass
2 B4/M.9 6 24 1 108.3 5.5 96 Pass
3 B6/L.5 6 25 1 108.6 4.2 96 Pass
4 B7 6 25 1 107.7 4.4 95 Pass
TESTING
INSPECTION
ENGINEERING
Soils Compaction
FET Project #: 5951
Project Name: Dennis Yarmouth Middle School TAA #: NA
Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Arsene Ntwali
June 16, 2021
Time In: 07:00 Time Out: 15:00
Weather: Sunny
Temperature: 81°F
Plans Dated: N/A
Conformance:
The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable
standards of workmanship.
Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below.
Reviewed by:
Arsene Ntwali
Inspector
06-16-2021
Date Enea Mushi
Project Manager
06-21-2021
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Proof
roller, Dozer, excavator . No samples taken.
Density Std (DS):
2546
Moisture Std (MS):
456
Specified Compaction:
95%
Soils Report prepared by:
Fenagh Engineering
Source of Fill:
Native:
General Location of Fill:
Building B West
Nuclear Gauge:
Humbolt HS-5001EZ 5200
calibration expiration date 09/2021
Soils Report Dated:
NA
Results Reported to:
Mitch Miller
Equipment Observed:
Compaction: Proof roller
Excavation:
Earthwork: Dozer, excavator
Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture
Loose glacial 1 NA 113.1 12.0
Test#Test Location Probe
Depth (in)
Test
Elev. (ft)
Ref.
Curve
Used
Test Dry Density
(lbs/cu. ft.)
Test Moisture
(%)
Compaction
(95%)
(%)
Comments
1 B4/K.8 6 26 1 108.6 3.7 96 Pass
2 B4/M.9 6 26 1 108.8 3.5 96 Pass
3 B6/L.5 6 26 1 108.0 4.0 95 Pass
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Enea Mushi
Inspection Type: Site Visit
Pg. 1 of 1
June 17, 2021
Time In: 13:30 Time Out: 14:30
Weather:
Temperature: 85°F
Permit No. :
Plans Dated: N/A
Conformance:
The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable
standards of workmanship.
Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below.
Reviewed by:
Enea Mushi
Inspector
06-17-2021
Date Joe Francisco
Field Supervisor
06-21-2021
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Enea Mushi reported to Ryan Dirico with Commodore Builders at the 296 Station Ave . Talked to Ryan of Commodore Builders and Mitch
of PMA regarding current inspection and upcoming work. Set expectations on upcoming work.
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Enea Mushi
June 17, 2021
Permit No. :
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Enea Mushi
June 17, 2021
Permit No. :
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Enea Mushi
June 17, 2021
Permit No. :
TESTING
INSPECTION
ENGINEERING
Soils Compaction
FET Project #: 5951
Project Name: Dennis Yarmouth Middle School TAA #: NA
Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Arsene Ntwali
June 18, 2021
Time In: 07:00 Time Out: 15:00
Weather: Sunny
Temperature: 80°F
Plans Dated: N/A
Conformance:
The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable
standards of workmanship.
Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below.
Reviewed by:
Arsene Ntwali
Inspector
06-18-2021
Date Enea Mushi
Project Manager
06-21-2021
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Proof
roller, Dozer, excavator . No samples taken.
Density Std (DS):
2541
Moisture Std (MS):
452
Specified Compaction:
95%
Soils Report prepared by:
Fenagh Engineering
Source of Fill:
Native:
General Location of Fill:
Building C
Nuclear Gauge:
Humbolt HS-5001EZ 5200
calibration expiration date 09/2021
Soils Report Dated:
NA
Results Reported to:
Mitch Miller
Equipment Observed:
Compaction: Proof roller
Excavation:
Earthwork: Dozer, excavator
Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture
Loose glacial 1 NA 113.1 12.0
Test#Test Location Probe
Depth (in)
Test
Elev. (ft)
Ref.
Curve
Used
Test Dry Density
(lbs/cu. ft.)
Test Moisture
(%)
Compaction
(95%)
(%)
Comments
1 C22/F 6 24 1 107.8 3.7 95 Pass
2 C22/H 6 24 1 108.2 3.8 96 Pass
3 B.33/K.1 6 25 1 108.5 4.2 96 Pass