HomeMy WebLinkAboutJ5951-15 Dennis Yarmouth Middle School WE 2021-09-10Summary Report #15
September 13, 2021
Job No: 5951
Job Name:Dennis Yarmouth Middle School
296 Station Ave
South Yarmouth, MA 02664
TESTINGINSPECTIONENGINEERING
SW
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
Application No.:
September 7, 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 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.
September 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.
Peter Wilson picked up (10) concrete cylinders from the jobsite.
The work observed was, to the best of Arsene's, Peter's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship.
September 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.
Enea Mushi reported to Mitch Miller with PMA Consulting at the 296 Station Ave. Performed site visit inspection. See attached.
The work observed was, to the best of Arsene's, Enea's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship.
September 10, 2021
Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed concrete placement and sampling inspection. Concrete sample(s)
TESTING
INSPECTION
ENGINEERING
SW
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
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:
Joe Francisco
Field Supervisor
09-17-2021
Date
Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com)
Administrative Contact: Gina Salerno (gsalerno@fenaghengineering.com)
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
September 7, 2021
Time In: 07:00 Time Out: 09:00
Weather: Sunny
Temperature: 75°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. Even
with 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
09-07-2021
Date Enea Mushi
Project Manager
09-14-2021
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
Level 1, footings at L/b15-20, M.5/b17-21 (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 44 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit.
Prepared 4x8" cylinder test specimens sampled from Pump truck.
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 5.25 69 75 6.0 144.3 58 L/b15 5 7:22 AM 7:55 AM Marguerite 2175
6
5 Total
Additional Notes: Spread footings: L/b15-20, M.5/b17-21
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
September 7, 2021
Time In: 09:00 Time Out: 15:00
Weather: Sunny
Temperature: 75°F
Permit No. :
Plans Dated: 03/26/2021
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. Even
with 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
09-07-2021
Date Enea Mushi
Project Manager
09-14-2021
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. Performed soils compaction testing. Equipment used was Proof
roller , Dozer. No samples taken.
Density Std (DS):
2530
Moisture Std (MS):
485
Specified Compaction:
95%
Soils Report prepared by:
Fenagh Engineering
Source of Fill:
Import:
General Location of Fill:
Roadwa west of Lot 2
Nuclear Gauge:
Humbolt HS-5001EZ 5200
calibration expiration date 02/2022
Soils Report Dated:
06-07-2021
Results Reported to:
Mitch Miller
Equipment Observed:
Compaction: Proof roller
Earthwork: Dozer
Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture
Crushed concrete 1 S794 126.4 7.7
Test# Test Location Probe
Depth (in)
Test
Elev. (ft)
Ref.
Curve
Used
Test Dry Density
(lbs/cu. ft.)
Test Moisture
(%)
Compaction
(95%)
(%)
Comments
1 Roadway 4 20 1 120.1 4.5 95 Pass
2 Roadway 4 20 1 121.2 5.0 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
September 8, 2021
Time In: 07:00 Time Out: 15:00
Weather:
Temperature: 78°F
Permit No. :
Plans Dated: 03/26/2021
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. Even
with 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
09-08-2021
Date Enea Mushi
Project Manager
09-14-2021
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. Performed soils compaction testing. Equipment used was Sheep’s
foot, Dozer. No samples taken.
Density Std (DS):
2530
Moisture Std (MS):
486
Specified Compaction:
95%
Soils Report prepared by:
Fenagh Engineering
Source of Fill:
Native:
General Location of Fill:
Building C exterior
Nuclear Gauge:
Humbolt HS-5001EZ 5200
calibration expiration date 02/2022
Soils Report Dated:
06-07-2021
Results Reported to:
Mitch Miller
Equipment Observed:
Compaction: Sheep’s foot
Earthwork: Dozer
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 E/c20 6 -3 TOW 1 111.8 4.3 97 Pass
2 E/c22 6 -2 TOW 1 110.0 4.9 95 Pass
3 F/c22 6 -1 TOW 1 110.6 4.0 96 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
September 8, 2021
Time In: 11:00 Time Out: 12:00
Weather:
Temperature: 78°F
Permit No. :
Plans Dated: 06/18/2021
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. Even
with 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
09-08-2021
Date Enea Mushi
Project Manager
09-14-2021
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
L/b15-20, M.5/b17-21,N.5/a23-30. Work complete. Reference detail R012. Piers: L/b15-20, M.5/b17-21 Footings: N.5/a23-30.
Reinforcing Steel and Anchor Bolts
YN YN
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 ✓
Rebar Testing Complete And Passed If Required ✓
'DLO\3LFN8S5HSRUW
-RE1XPEHU 3URMHFW1DPH
)HQDJK 5HSUHVHQWDWLYH 'DWH
&\OLQGHUV
6KRWFUHWH
*URXW
0RUWDU
*URXW&XEHV
3ULVPV
37&DEOHV
)LUHSURRILQJ6DPSOHV
6RLO6DPSOHV
5HEDU6DPSOHV
6WHHO3ODWHV
2WKHU
$GGLWLRQDO&RPPHQWV
-RE6LWH6KRS %DWFK 3ODQW4XDUU\2WKHU BBBBBBBB
&XUH%R[7HPS BBBBBB+LJK/RZ7HPS BBBBBBBB2XWVLGH7HPS BBBBBB
ĞŶŶŝƐzĂƌŵŽƵƚŚ :ϱϵϱϭ
WĞƚĞƌtŝůƐŽŶ ϬϵͬϬϴͬϮϬϮϭ
■
ϭϬ
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
September 9, 2021
Time In: 07:00 Time Out: 15:00
Weather: Sunny
Temperature: 74°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. Even
with 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
09-09-2021
Date Enea Mushi
Project Manager
09-14-2021
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
Level 1, footings at L/b15-20, M.5/b17-21, N.5/a23-30 (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 Pump truck.
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 5.75 68 74 5.7 144.9 58 M.5/b17 5 7:04 AM 7:43 AM Marguerite 2177
5
5 Total
Additional Notes: Pier: L/b15-20, M.5/b17-21rnFootings: N.5/a23-30
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
September 9, 2021
Time In: 07:00 Time Out: 15:00
Weather: Sunny
Temperature: 74°F
Permit No. :
Plans Dated: 03/26/2021
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. Even
with 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
09-09-2021
Date Enea Mushi
Project Manager
09-14-2021
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. Performed soils compaction testing. Equipment used was Sheep’s
foot, excavator , Dozer. No samples taken.
Density Std (DS):
2514
Moisture Std (MS):
480
Specified Compaction:
95%
Soils Report prepared by:
Fenagh Engineering
Source of Fill:
Native:
Import:
General Location of Fill:
Building D west
roadway
Nuclear Gauge:
Humbolt HS-5001EZ 5200
calibration expiration date 02/2022
Soils Report Dated:
06-07-2021
Results Reported to:
Mitch Miller
Equipment Observed:
Compaction: Sheep’s foot
Excavation: excavator
Earthwork: Dozer
Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture
Loose glacial 1 S774 115.8 10
RBO Crushed concrete 2 S794 126.4 7.7
Test# Test Location Probe
Depth (in)
Test
Elev. (ft)
Ref.
Curve
Used
Test Dry Density
(lbs/cu. ft.)
Test Moisture
(%)
Compaction
(95%)
(%)
Comments
1 Roadway 6 19 1 110.6 4.4 96 Pass
2 Roadway 4 28 2 121.3 5.2 96 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
September 9, 2021
Time In: 13:00 Time Out: 14:00
Weather: Rain
Temperature: 60°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. Even
with 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
09-09-2021
Date Joe Francisco
Field Supervisor
09-16-2021
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 Mitch Miller with PMA Consulting at the 296 Station Ave. Conducted a site visit to see project advancement,
meet up with contractor and project management team. Meet with Ryan DiRico, Paul Genereux, Mitch Miller, Nick Hull. Discussed
project, Fenagh's performance and staffing with the team. All parties where satisfied with the quality of work and staffing provided by
Fenagh so far. I was notified by Mitch that the steel operations will start in roughly two week time.
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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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
September 9, 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: Arsene Ntwali
Inspection Type: Concrete Placement and Sampling
Pg. 1 of 1
September 10, 2021
Time In: 07:00 Time Out: 10:00
Weather: Cloudy
Temperature: 77°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. Even
with 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
09-10-2021
Date Enea Mushi
Project Manager
09-14-2021
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
Level 1, wall(s) at a2/T-K, b2/M.9,L.9,K.8 (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 40 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit.
Prepared 4x8" cylinder test specimens sampled from Pump truck.
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 6.0 71 74 6.1 144.5 72 L.9/b2 5 6:57 AM 7:21 AM Marguerite 3169
2
5 Total
Additional Notes: Footings: b2/M.9,L.9,K.8rnWall: a2/T-K
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
September 10, 2021
Time In: 09:00 Time Out: 15:00
Weather: Cloudy
Temperature: 77°F
Permit No. :
Plans Dated: 03/26/2021
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. Even
with 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
09-10-2021
Date Enea Mushi
Project Manager
09-14-2021
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. Performed soils compaction testing. Equipment used was Sheep’s
foot, Dozer. No samples taken.
Density Std (DS):
2520
Moisture Std (MS):
477
Specified Compaction:
95%
Soils Report prepared by:
Fenagh Engineering
Source of Fill:
Import:
General Location of Fill:
Building D/C courtyard
Nuclear Gauge:
Humbolt HS-5001EZ 5200
calibration expiration date 02/2022
Soils Report Dated:
06-07-2021
Results Reported to:
Mitch Miller
Equipment Observed:
Compaction: Sheep’s foot
Earthwork: Dozer
Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture
RBO Crushed concrete 1 S794 126.4 7.7
Test# Test Location Probe
Depth (in)
Test
Elev. (ft)
Ref.
Curve
Used
Test Dry Density
(lbs/cu. ft.)
Test Moisture
(%)
Compaction
(95%)
(%)
Comments
1 Courtyard 4 26 1 120.2 5.5 95 Pass
2 Courtyard 4 26 1 120.8 4.8 96 Pass
NCR ID#Date Location Inspector Issue RFI/ Submittal
No.Resolved? (Y/N) Sub/ Contractor Date Resolved Comment
1 7/21/2021 Wall : C /d3 Arsene Ntwali
Low break:
Mix Desing 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%
N Marguerite
EOR to Advise
7 day break 08/10/2021
Set 1 = 1,860 psi
28 day break 08/31/2021
Set 1 = 2,800 psi
Set 1 = 2,900 psi
Set 1 = 3,480 psi
No Samples Remaining
2 7/28/2021 Footing : C16/E Arsene Ntwali
Low break:
Mix Desing 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%
N Marguerite
EOR to Advise
28 day break 08/31/2021
Set 1 = 3,350 psi
Set 1 = 3,500 psi
Set 1 = 3,620 psi
56 day break 09/22/2021
3 7/30/2021
Footings Set # 1
:Column line/Row:
D.3/c116 Set # 2
Columm line / Row
c5/H
Arsene Ntwali
Low break:
Mix Desing 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%
N Marguerite
EOR to Advise
28 day break 08/27/2021
Set 1 = 3,070 psi
Set 1 = 3,330 psi
Set 1 = 3,430 psi
Set 2 = 3,330 psi
Set 2 = 3,520 psi
Set 2 = 3,580 psi
56 day break 09/24/2021
4 8/3/2021 Footings: Elevator pit
foundation Arsene Ntwali
Low break:
Mix Desing 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%
N Marguerite
EOR to Advise
7 day break 08/10/2021
Set 1 = 2,610 psi
28 day break 08/31/2021
Set 1 = 3,170 psi
3 samples remainging to be tested
9/28/2021
5 8/6/2021 Level 1 Wall at
Building C and B - E/c2 Arsene Ntwali
Low break:
Mix Desing 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%
N Marguerite
EOR to Advise
7 day break 08/13/2021
Set 1 = 2,980 psi
28 day break 09/3/2021
Set 1 = 3,170 psi
3 samples remainging to be tested
10/1/2021
6 8/6/2021 Level 1 Wall at Building
C and B - J.7/b25 Arsene Ntwali
Low break:
Mix Desing 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%
N Marguerite
EOR to Advise
7 day break 08/10/2021
Set 2= 2,390 psi
28 day break 09/3/2021
Set 2 = 3380 psi
3 samples remainging to be tested
10/1/2021
Status: Work-in-Progress
Legend:
Status: Closed
Status: Open
TESTING
INSPECTION
ENGINEERING
Field Number: 10 Laboratory Compression Test (4x8)
Project Name: Dennis Yarmouth Middle School Permit No.:
Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/09/2021
Client: PMA
Date of Sampling: 08/06/2021 Lab Log No.: 15654
Reviewed by: CJ Martens
09/09/2021
Date
ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077,
C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39.
Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is
applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items
tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.
Pg. 1 of 2
Information provided by Field Technician
Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite
Set: 1 of 2 Truck #: 56 Design Strength (psi): 3,500 @28
days Ticket#: 31302
Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical
Concrete Specimens (4x8)Type of Structure: Wall
Location: Onsite
Location for overall pour: Level 1 Wall at Building C and B
Location when sampled: E/c2
Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment
Mix Temperature (ºF): 72 50-90 Slump or Spread (in.): 5.5 4-6 Unit Wt (#cu ft): 144.6 140-150
Air Temperature (ºF): 75 >40 Air Content (%): 5.8 4.5-7.5 Time Sampled: 7:35 AM
Aggregate Size (in): 3/4 N/A Batch Time: 6:51 AM Time in Truck: 44 minutes <90 Mins
Information supplied by Laboratory Technician
Date Received: 08/10/2021 Technician that received:
Test #
Age of
Test
(Days)
Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load
(lbs)
Compressive
Strength (psi)
Type of
Fracture
A 7 08/13/2021 4.00 8.00 12.57 Lab 37,510 2,980 psi
B 28 09/03/2021 Henry Soares 4.00 8.00 12.57 Lab 39,847 3,170 psi Type 2
C 56 10/01/2021 4.00 8.00 12.57 Lab
D 56 10/01/2021 4.00 8.00 12.57 Lab
E 56 10/01/2021 4.00 8.00 12.57 Lab
FAILS TO MEET DESIGN STRENGTH
Remarks: All samples tested at Allied Testing Laboratory, Inc, CTL# 207-018; *Low Indication Compressive Strength at 28-Days,
Remaining specimens will be held for 56-Days
TESTING
INSPECTION
ENGINEERING
Field Number: 10 Laboratory Compression Test (4x8)
Project Name: Dennis Yarmouth Middle School Permit No.:
Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/09/2021
Client: PMA
Date of Sampling: 08/06/2021 Lab Log No.: 15654
Reviewed by: CJ Martens
09/09/2021
Date
ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077,
C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39.
Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is
applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items
tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.
Pg. 2 of 2
Information provided by Field Technician
Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite
Set: 2 of 2 Truck #: 51 Design Strength (psi): 3,500 @28
days Ticket#: 31527
Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical
Concrete Specimens (4x8)Type of Structure: Wall
Location: Onsite
Location for overall pour: Level 1 Wall at Building C and B
Location when sampled: J.7/b25
Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment
Mix Temperature (ºF): 72 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 144.1 140-150
Air Temperature (ºF): 75 >40 Air Content (%): 6.3 4.5-7.5 Time Sampled: 9:10 AM
Aggregate Size (in): 3/4 N/A Batch Time: 8:21 AM Time in Truck: 49 minutes <90 Mins
Information supplied by Laboratory Technician
Date Received: 08/10/2021 Technician that received:
Test #
Age of
Test
(Days)
Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load
(lbs)
Compressive
Strength (psi)
Type of
Fracture
A 7 08/13/2021 CM/ATL 4.00 8.00 12.57 Lab 30,080 2,390 psi
B 28 09/03/2021 Henry Soares 4.00 8.00 12.57 Lab 42,433 3,380 psi Type 2
C 56 10/01/2021 4.00 8.00 12.57 Lab
D 56 10/01/2021 4.00 8.00 12.57 Lab
E 56 10/01/2021 4.00 8.00 12.57 Lab
FAILS TO MEET DESIGN STRENGTH
Remarks: All samples tested at Allied Testing Laboratory, Inc, CTL# 207-018
TESTING
INSPECTION
ENGINEERING
Field Number: 10 Laboratory Compression Test (4x8)
Project Name: Dennis Yarmouth Middle School Permit No.:
Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/09/2021
Client: PMA
Date of Sampling: 08/27/2021 Lab Log No.: 15922 (3058-3059)
Reviewed by: CJ Martens
09/09/2021
Date
ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077,
C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39.
Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is
applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items
tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.
Pg. 1 of 2
Information provided by Field Technician
Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite
Set: 1 of 2 Truck #: 53 Design Strength (psi): 3,500 @28
days Ticket#: 31557
Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical
Concrete Specimens (4x8)Type of Structure: Wall
Location: Onsite
Location for overall pour: Level 1 Wall at Wall: B23/H.8-K, b15-23/K, H.8-K/b15, b26-33/S.1 Foundation: b.3-b.1/K, K-S/a2, arch
Location when sampled: P.4/b32
Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment
Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.7 140-150
Air Temperature (ºF): 84 >40 Air Content (%): 5.5 4.5-7.5 Time Sampled: 7:50 AM
Aggregate Size (in): 3/4 N/A Batch Time: 6:53 AM Time in Truck: 57 minutes <90 Mins
Information supplied by Laboratory Technician
Date Received: 08/30/2021 Technician that received: James Descoteaux
Test #
Age of
Test
(Days)
Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load
(lbs)
Compressive
Strength (psi)
Type of
Fracture
A 7 09/03/2021 Henry Soares 4.00 8.00 12.57 Lab 35,867 2,850 psi Type 2
B 28 09/24/2021 4.00 8.00 12.57 Lab
C 28 09/24/2021 4.00 8.00 12.57 Lab
D 28 09/24/2021 4.00 8.00 12.57 Lab
E H H 4.00 8.00 12.57 Lab
Remarks: Received Sample Condition: Acceptable and/or Satisfactory
TESTING
INSPECTION
ENGINEERING
Field Number: 10 Laboratory Compression Test (4x8)
Project Name: Dennis Yarmouth Middle School Permit No.:
Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/09/2021
Client: PMA
Date of Sampling: 08/27/2021 Lab Log No.: 15922 (3058-3059)
Reviewed by: CJ Martens
09/09/2021
Date
ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077,
C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39.
Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is
applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items
tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.
Pg. 2 of 2
Information provided by Field Technician
Mix #: 3500D Supplier: Cape Cod Ready Mix Contractor: Marguerite
Set: 2 of 2 Truck #: 53 Design Strength (psi): 3,500 @28
days Ticket#: 31563
Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical
Concrete Specimens (4x8)Type of Structure: Wall
Location: Onsite
Location for overall pour: Level 1 Wall at Wall: B23/H.8-K, b15-23/K, H.8-K/b15, b26-33/S.1 Foundation: b.3-b.1/K, K-S/a2, arch
Location when sampled: K/b2
Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment
Mix Temperature (ºF): 72 50-90 Slump or Spread (in.): 5.0 4-6 Unit Wt (#cu ft): 144.3 140-150
Air Temperature (ºF): 84 >40 Air Content (%): 5.7 4.5-7.5 Time Sampled: 9:50 AM
Aggregate Size (in): 3/4 N/A Batch Time: 9:09 AM Time in Truck: 41 minutes <90 Mins
Information supplied by Laboratory Technician
Date Received: 08/30/2021 Technician that received: James Descoteaux
Test #
Age of
Test
(Days)
Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load
(lbs)
Compressive
Strength (psi)
Type of
Fracture
A 7 09/03/2021 Henry Soares 4.00 8.00 12.57 Lab 36,878 2,930 psi Type 2
B 28 09/24/2021 4.00 8.00 12.57 Lab
C 28 09/24/2021 4.00 8.00 12.57 Lab
D 28 09/24/2021 4.00 8.00 12.57 Lab
E H H 4.00 8.00 12.57 Lab
Remarks: Received Sample Condition: Acceptable and/or Satisfactory
TESTING
INSPECTION
ENGINEERING
Soils Test Report
Project Name: Dennis Yarmouth Middle School Place of Sampling : onsite Permit No.:
Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/09/2021
Client: PMA Date of Sampling: 09/01/2021 Lab Log No.: 16047 (S794)
Reviewed by: Henry Soares
09/09/2021
Date
ASTM Standards Used: Unless otherwise noted ASTM D-1557, C-136, D4318, D2216, D1140,Method-C
Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is
applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items
tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.
Pg. 1 of 1
Max Density
126.4 pcf @ 7.7%
As Received Moisture
10.5%
Source
RBO
Color
Brown
Description
Crushed Concrete
Specific Gravity
2.7 Estimated
Date Received: 09/01/2021
Date Tested: 09/08/2021
Tested by: Henry Soares
Desc of Rammer: Mechanical
Material: Crushed Concrete
Preparation Method: Moist
Oversized Material: Percent of: 9.16 ;Specific Gravity: 2.7;Percent Moisture: 7.82
Remarks: Received Sample Condition: Acceptable and/or Satisfactory
TESTING
INSPECTION
ENGINEERING
Sieve Analysis of Combined Fine and Coarse Aggregates (Wash Included)
Project Name: Dennis Yarmouth Middle School Place of Sampling : onsite Permit No.:
Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/10/2021
Client: PMA Date of Sampling: 09/01/2021 Lab Log No.: 16047 (S794)
Material: Crushed Concrete Specific Gravity: Estimated
Source: On Site Stockpile Max Particle Size:
Test Performed By: Max Nabulsi Date Tested: 09/08/2021
Reviewed by: Henry Soares
09/10/2021
Date
ASTM Standards Used: ASTM C-136 or D-422 (if required D-226/11.1)
Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is
applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items
tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.
Pg. 1 of 1
Sieve Designation Sieve Size Cumulative % Cumulative %Low HiRetained Passing
3 in 3 in 75 mm 0 100 '' ''
2 in 2 in 50 mm 0 100 '' ''
1 1/2 in 1.5 in 37.5 mm 4 96 '' ''
1 in 1 in 25 mm 6 94 '' ''
3/4 in 0.75 in 19 mm 8.8 91.2 '' ''
1/2 in 0.5 in 12.5 mm 13.5 86.5 '' ''
3/8 in 0.375 in 9.5 mm 16.6 83.4 '' ''
No. 4 0.187 in 4.75 mm 22.9 77.1 '' ''
No. 8 0.0937 in 2.36 mm 26.6 73.5 '' ''
No. 10 0.0787 in 2 mm 27.6 72.4 '' ''
No. 16 0.0469 in 1.18 mm 32.8 67.2 '' ''
No. 30 0.0234 in 600 μm 48.6 51.4 '' ''
No. 40 0.0165 in 425 μm 59.7 40.3 '' ''
No. 50 0.0117 in 300 μm 70.6 29.4 '' ''
No. 100 0.0059 in 150 μm 85.2 14.8 '' ''
No. 200 0.0029 in 75 μm 90.7 9.3 '' ''
Remarks:
Received Sample Condition: Acceptable and/or Satisfactory