HomeMy WebLinkAboutJ5951 Dennis Yarmouth Middle School WE 2021-07-09Summary Report #6
July 12, 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
July 8, 2021
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached.
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed reinforcing steel placement inspection. 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.
July 9, 2021
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed concrete placement and sampling inspection. Concrete sample(s)
obtained: (5) per set, (1) set(s), (5) total. See attached.
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
07-15-2021
Date
Technical Contact: Jonathan Felts, Vice President (jfelts@fenaghengineering.com)
Administrative Contact: Gina Salerno (gsalerno@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
July 8, 2021
Time In: 07:00 Time Out: 13:00
Weather: Sunny
Temperature: 83°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
07-08-2021
Date Enea Mushi
Project Manager
07-15-2021
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):
474
Specified Compaction:
95%
Soils Report prepared by:
Fenagh Engineering
Source of Fill:
Native:
General Location of Fill:
CULTEC 6
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 S774 115.8 10
Test#Test Location Probe
Depth (in)
Test
Elev. (ft)
Ref.
Curve
Used
Test Dry Density
(lbs/cu. ft.)
Test Moisture
(%)
Compaction
(95%)
(%)
Comments
1 CULTEC 6 6 22 1 108.4 6.9 94 Pass
2 CULTEC 6 6 23 1 107.5 6.7 93 Pass
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Arsene Ntwali
Inspection Type: Reinforcing Steel Placement
Pg. 1 of 1
July 8, 2021
Time In: 13:00 Time Out: 15:00
Weather: Sunny
Temperature: 83°F
Permit No. :
Plans Dated: 06/09/2021
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
07-08-2021
Date Enea Mushi
Project Manager
07-14-2021
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. Observed placement of reinforcing steel for L1 footings at
d2-d19. Work complete. Reference detail Sheet R005.
Reinforcing Steel and Anchor Bolts
Y N Y N
Rebar Installed Per Approved Details ✓General Notes And Typical Details Reviewed ✓
Rebar The Proper Size ✓Rebar The Proper Type/grade ✓
Rebar Spacing Acceptable ✓Min Clearances Achieved Around Rebar ✓
Min Lap Splice Lengths Achieved ✓Additional Required Rebar Has Been Placed ✓
Coupler/t-heads Torque Tested If Applicable ✓Coupler/t-heads Placed Per Approved Details If Applicable ✓
Rebar Testing Complete And Passed If Required ✓
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Arsene Ntwali
Inspection Type: Concrete Placement and Sampling
Pg. 1 of 1
July 9, 2021
Time In: 11:00 Time Out: 15:00
Weather: Rain
Temperature: 72°F
Permit No. :
Plans Dated: 05/19/2021
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
07-09-2021
Date Enea Mushi
Project Manager
07-14-2021
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. Observed placement of and performed sampling of concrete for
Foundation, footings at d2-d15 (mix no. 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air
content from 4.5% to 7.5%, and 33 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8"
cylinder test specimens sampled from TRUCK DISCHARGE.
Set
No.
Slump
(in.)
Mix
Temp.
(°F)
Air Temp.
(°F)
Air Content
(%)
Unit Weight
(pcf)
Truck
No.Location Qty. of
Samples Batch Time Sample Time Subcontractor Ticket
No.
1 5.5 70 72 5.0 144.2 83 D4 5 10:11 AM 11:10 AM Marguerite 1691
76
5 Total
Referenced Details: Mix Design 3500D-3/4 Design Concrete
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
July 9, 2021
Time In: 13:00 Time Out: 15:00
Weather: Rain
Temperature: 72°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
07-09-2021
Date Enea Mushi
Project Manager
07-15-2021
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):
2536
Moisture Std (MS):
475
Specified Compaction:
95%
Soils Report prepared by:
Fenagh Engineering
Source of Fill:
Native:
General Location of Fill:
COLTEC 7
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 S774 115.8 10
Test#Test Location Probe
Depth (in)
Test
Elev. (ft)
Ref.
Curve
Used
Test Dry Density
(lbs/cu. ft.)
Test Moisture
(%)
Compaction
(95%)
(%)
Comments
1 CULTEC 7 6 22 1 108.4 6.9 96 Pass
2 COLTEC 7 6 23 1 107.5 6.7 95 Pass