HomeMy WebLinkAboutJ5951 Dennis Yarmouth Middle School WE 2022-08-19Summary Report #63
August 22, 2022
Attn:
Job No: 5951
Job Name:Dennis Yarmouth Middle School
296 Station Ave
South Yarmouth, MA 02664
Permit No.:BLD-21-006153
TESTING
INSPECTION
ENGINEERING
GK
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
August 15, 2022
Bernard Connaughton reported to Nicholas Hull 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.
The work observed was, to the best of Bernard's knowledge, in accordance with the approved plans, specifications and applicable standards of
workmanship.
August 16, 2022
Eric Pittman picked up (5) concrete cylinders from the jobsite.
August 18, 2022
Eric Pittman reported to Nick Hull 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.
Eric Pittman reported to Nick Hull with PMA at the jobsite. Performed asphalt compaction testing and observation of asphalt placement. See
attached.
The work observed was, to the best of Eric's knowledge, in accordance with the approved plans, specifications and applicable standards of
workmanship.
TESTING
INSPECTION
ENGINEERING
GK
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
August 19, 2022
Eric Pittman reported to Nick Hull with PMA at the jobsite. Performed asphalt compaction testing and observation of asphalt placement. See
attached.
Eric Pittman picked up (5) concrete cylinders from the jobsite.
The work observed was, to the best of Eric'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:
Jillian Kass
Staff Engineer
08-26-2022
Date
Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com)
Administrative Contact: Gaby Kass (Gkass@fenaghengineering.com)
cc:Fenagh PM – emushi@fenaghengineering.com (email)
Fenagh Technical Reviewer – btie@fenaghengineering.com (email)
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Bernard Connaughton
Inspection Type: Concrete Placement and Sampling
Pg. 1 of 1
August 15, 2022
Time In: 07:00 Time Out: 11:30
DFR ID: 42448
Weather: Partly Cloudy
Temperature: 70°F
Permit No. : BLD-21-006153
Inspection Request no. : 37866
Plans Dated: 06/23/2021
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:
Bernard Connaughton
Inspector
08-15-2022
Date Jillian Kass
Staff Engineer
08-18-2022
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
Bernard Connaughton reported to Nicholas Hull with PMA at the jobsite. Observed placement of and performed sampling of
concrete for Ground Level, 6"" slab on grade at Side Walks on access Road from Station Ave (mix no. 4000D 4000 3/4, design
strength of 4000 psi at 28 days, specified slump from 4.0 to 7.0 in., specified air content from 4.5% to 7.5%, and 55 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 6.25 72 70 6.1 145.0 74
Sidewalk at
entrance off
Station Ave
5 6:20 AM 7:15 AM Silverback 3608
1
5 Total
Referenced Details: Design Mix 4000D 4000 3/4
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Bernard Connaughton
August 15, 2022
Permit No. :
Inspection Request no. : 37866
Side walks on access road of Station Ave.
Daily Pick Up Report
Project Name Dennis Yarmouth Middle
School Job Number 5951
Fenagh Representative Eric Pittman Date 08/16/2022
4x8 Cylinders 5
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Eric Pittman
Inspection Type: Concrete Placement and Sampling
Pg. 1 of 1
August 18, 2022
Time In: 07:30 Time Out: 08:30
DFR ID: 42678
Weather: Sunny
Temperature: 77°F
Permit No. : BLD-21-006153
Plans Dated: 05/18/2022
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:
Eric Pittman
Inspector
08-18-2022
Date Jillian Kass
Staff Engineer
08-23-2022
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
Eric Pittman reported to Nick Hull with PMA at the jobsite. Observed placement of and performed sampling of concrete for
Sitework, slab on grade at South area, see attached plan (mix no. 4000D, design strength of 4000 psi at 28 days, specified slump
from 4 to 7 in., specified air content from 4.5% to 7.5%, specified unit weight from 140 pcf. to 150 pcf., and 44 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 4.25 78 75 5.3 145.8 72 Entrance 5 6:34 AM 7:33 AM Commodore 3610
8
5 Total
Additional Notes: Area of placement highlighted in green on the attached plan.
Referenced Details: Civil plans, specifications, and approved submittals.
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Eric Pittman
August 18, 2022
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: Eric Pittman
Inspection Type: Asphalt Observation & Compaction Testing
Pg. 1 of 3
August 18, 2022
Time In: 07:30 Break: 12:00-12:30 Time Out: 16:00
DFR ID: 42890
Weather: Sunny
Temperature: 77°F
Permit No. : BLD-21-006153
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
Eric Pittman reported to Nick Hull with PMA at the jobsite. Performed asphalt compaction testing and observation of asphalt
placement of Binder and sidewalk, South Drive Binder, sidewalk along Station Av; see attached plans hi-lited in yellow.
Approximately 496 tons was placed and temperatures were monitored during placement. Thickness of lifts was 4" and 1.5"
compacted”.
Maximum Theoretical Density provided by Aggregate Industries QC from samples tested on this date.. See attached.
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Eric Pittman
Inspection Type: Asphalt Observation & Compaction Testing
Pg. 2 of 3
August 18, 2022
Time In: 07:30 Break: 12:00-12:30 Time Out: 16:00
DFR ID: 42890
Weather: Sunny
Temperature: 77°F
Permit No. : BLD-21-006153
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
Gauge Number:
5200
Gauge Make:
Humboldt
Gauge Model:
5001 EZ
Calibration Date:
2/22
Density Std (DS):
2451
Moisture Std (MS):
482
Specified Compaction: % Voids:
92-96
Source of A/C:
Aggregate Industries, South Dennis
Type of Element Placed:
Binder and sidewalk
Results Reported to:
Nick Hull, PMA
Paving Subcontractor:
Lawrence Lynch
Paving/Compaction Equipment Used:
RoadTec PP 195c box, Cat CB 54 roller
Reference ID A/C Mix Number Laboratory Maximum Density
19mm binder 905245/800439 19mm 158.2
9.5mm walk 905242/800546 9.5mm 155
Test#Test Location (i.e. Grid locations,
etc)
Probe
Depth
(in.)
Test Elev.
(ft.)Ref. ID Used
Test Wet
Density
(lbs/cu. ft.)
Max Wet
Density (%)Comments
1 Attached plan location #1 BS -1.5"19mm binder 153.3 96.9 Pass
2 Attached plan location #2 BS -1.5"19mm binder 153.7 97.2 Pass
3 Attached plan location #3 BS -1.5"19mm binder 148.2 93.7 Pass
4 Attached plan location #4 BS -1.5"19mm binder 149.8 94.7 Pass
5 Attached plan location #5 BS -1.5"19mm binder 152.2 96.2 Pass
6 Attached plan location #6 BS -1.5"19mm binder 152.2 96.2 Pass
7 Attached plan location #7 BS -1.5"19mm binder 154 97.3 Pass
8 Attached plan location #8 BS -1.5"19mm binder 153.5 97.0 Pass
9 Attached plan location #9 BS -1.5"19mm binder 146.3 92.5 Pass
10 Attached plan location #10 BS Fin. Grade 9.5mm walk 142.7 92.1 Pass
11 Attached plan location #11 BS Fin. grade 9.5mm walk 143.6 92.6 Pass
12 Attached plan location #12 BS Fin. grade 9.5mm walk 143 92.3 Pass
Referenced Details: Project Civil Plans, specifications
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Eric Pittman
Inspection Type: Asphalt Observation & Compaction Testing
Pg. 3 of 3
August 18, 2022
Time In: 07:30 Break: 12:00-12:30 Time Out: 16:00
DFR ID: 42890
Weather: Sunny
Temperature: 77°F
Permit No. : BLD-21-006153
Plans Dated: 05/18/2022
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:
Eric Pittman
Inspector
08-18-2022
Date Jillian Kass
Staff Engineer
08-23-2022
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Eric Pittman
August 18, 2022
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: Eric Pittman
Inspection Type: Asphalt Observation & Compaction Testing
Pg. 1 of 3
August 19, 2022
Time In: 07:30 Break: 12:00-12:30 Time Out: 16:00
DFR ID: 42893
Weather: Sunny
Temperature: 83°F
Permit No. : BLD-21-006153
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
Eric Pittman reported to Nick Hull with PMA at the jobsite. Performed asphalt compaction testing and observation of asphalt
placement of track base course, Track base course; see attached plans hi-lited in yellow. Approximately 240 tons was placed and
temperatures were monitored during placement. Thickness of lifts was 2" compacted”.
Maximum Theoretical Density provided by Aggregate Industries QC from samples tested on this date.. See attached.
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Eric Pittman
Inspection Type: Asphalt Observation & Compaction Testing
Pg. 2 of 3
August 19, 2022
Time In: 07:30 Break: 12:00-12:30 Time Out: 16:00
DFR ID: 42893
Weather: Sunny
Temperature: 83°F
Permit No. : BLD-21-006153
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
Gauge Number:
5200
Gauge Make:
Humboldt
Gauge Model:
5001 EZ
Calibration Date:
2/22
Density Std (DS):
2455
Moisture Std (MS):
493
Specified Compaction: % Voids:
92-96
Source of A/C:
Aggregate Industries, South Dennis
Type of Element Placed:
track base course
Results Reported to:
Nick Hull, PMA
Paving Subcontractor:
Lawrence Lynch
Paving/Compaction Equipment Used:
RoadTec PP 195c box, Cat 4 ton roller
Reference ID A/C Mix Number Laboratory Maximum Density
12.5 mm binder 905242/800497 12.5 mm 157.5
Test#Test Location (i.e. Grid locations,
etc)
Probe
Depth
(in.)
Test
Elev.
(ft.)
Ref. ID Used
Test Wet
Density
(lbs/cu. ft.)
Max Wet
Density (%)Comments
1 Attached plan location #1 BS -1"12.5 mm binder 152.2 96.6 Pass
2 Attached plan location #2 BS -1"12.5 mm binder 147.5 93.7 Pass
3 Attached plan location #3 BS -1"12.5 mm binder 150 95.2 Pass
4 Attached plan location #4 BS -1"12.5 mm binder 152.1 96.6 Pass
5 Attached plan location #5 BS -1"12.5 mm binder 148.4 94.2 Pass
6 Attached plan location #6 BS -1"12.5 mm binder 152.7 97.0 Pass
7 Attached plan location #7 BS -1"12.5 mm binder 145.2 92.2 Pass
8 Attached plan location #8 BS -1"12.5 mm binder 150.7 95.7 Pass
9 Attached plan location #9 BS -1"12.5 mm binder 149.9 95.2 Pass
10 Attached plan location #10 BS -1"12.5 mm binder 148.7 94.4 Pass
11 Attached plan location #11 BS -1"12.5 mm binder 145.4 92.3 Pass
Additional Notes: A 3/8" top course is to be applied at a later date. This walking track does not have a rubberized overlay.
Referenced Details: Project Civil Plans, specifications
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Eric Pittman
Inspection Type: Asphalt Observation & Compaction Testing
Pg. 3 of 3
August 19, 2022
Time In: 07:30 Break: 12:00-12:30 Time Out: 16:00
DFR ID: 42893
Weather: Sunny
Temperature: 83°F
Permit No. : BLD-21-006153
Plans Dated: 05/18/2022
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:
Eric Pittman
Inspector
08-19-2022
Date Jillian Kass
Staff Engineer
08-23-2022
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Eric Pittman
August 19, 2022
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: Eric Pittman
August 19, 2022
Permit No. :
Daily Pick Up Report
Project Name Dennis Yarmouth Middle
School Job Number 5951
Fenagh Representative Eric Pittman Date 08/19/2022
4x8 Cylinders 5
J5951 - Dennis Yarmouth Middle School - Exception Log Pages 1 of 5
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%
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
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
28 day average = 3,060 psi
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% : Lab Log No.: 15519 (2744-2745)
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
28 day break 08/25/2021
Set 1 = 3,370 psi
Set 1 = 3,500 psi
Set 1 = 3,650 psi
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%
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
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
Set # 1 = 3,720 psi
Set #2 = 3,670 psi
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%
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
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
56 day break 9/28/2021
Set 1 = 3,330 psi
Set 1 = 3,490 psi
Set 1 = 3,700 psi
56 day average set 1 = 3,510 psi
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%
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
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
56 day break 10/8/2021
Set 1 = 3,230 psi
Set 1 = 3,400 psi
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%
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
7 day break 08/13/2021
Set 2= 2,390 psi
28 day break 09/03/2021
Set 2 = 3380 psi
56 day break 10/01/2021
Set 2 = 3710 psi
7 8/13/2021 Level 1 Footings at Building
B: P.1/b33 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%
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
17 day break 08/30/2021
Set 1 = 3,090 psi
28 day break 09/10/2021
Set 1 = 3,460 psi
Set 1 = 3,510 psi
56 day break 10/08/2021
Set 1 = 3760 psi
Set 1 = 3850 psi
8 8/13/2021 Level 1 Footings at Building
B: J.3/b24 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%
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
7 day break 08/20/2021
Set 2 = 2,320 psi
28 day break 09/10/2021
Set 2 = 2,840 psi
56 day break 10/08/2021
Set 2 = 3030 psi
Set 2 = 3260 psi
Set 2 = 3150 psi
J5951 - Dennis Yarmouth Middle School - Exception Log Pages 2 of 5
9 8/20/2021 Level 1 Footings at
Foundation: Wall: H/c5 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% : Lab Log No.: 15860 (3024)
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
7 day break 08/27/2021
Set 1 = 2,810 psi
28 day break 09/17/2021
Set 1 = 3,440 psi
Set 1 = 3,500 psi
56 day break 10/15/2021
Set 1 = 3,920 psi
Set 1 = 4,020 psi
10 9/3/2021 Level 1 Wall; U/a5 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% ; Lab Log No.: 16067 (3123)
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
7 day break 09/10/2021
Set 1 = 2,050 psi
28 day break 10/01/2021
Set 1 = 3,100 psi
56 day break 10/29/2021
Set 1 = 3,510 psi
Set 1 = 3,630 psi
Set 1 = 3,660 psi
11 9/9/2021 Level 1 Footing: M.5/b17 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% ; Lab Log No.: 16132 (3175)
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
7 day break 09/16/2021
Set 1 = 2,400 psi
28 day break 10/07/2021
Set 1 = 3,480 psi
Set 1 = 3,490 psi
56 day break 11/04/2021
Set 1 = 4,050 psi
Set 1 = 4,240 psi
12 9/10/2021 Level 1 Footing: L.9/b2 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% ; Lab Log No.: 16133 (3176)
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
7 day break 09/17/2021
Set 1 = 2,330 psi
28 day break 10/08/2021
Set 1 = 3,450 psi
Set 1 = 3,450 psi
Set 1 = 3,490 psi
56 day break 11/05/2021
Set 1 = 4,060 psi
13 8/13/2021
Level 1 Footings at Building
B: Set # 1
P.1/b33 Set # 2
J.3/b24
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% ; Lab Log No.: 15745 (2945-2946)
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
7 day break 08/20/2021
Set 2 = 2,320 psi
28 day break 09/10/2021
Set 1 = 3,460 psi
Set 1 = 3,510 psi
Set 2 = 2,840 psi
56 day break 10/08/2021
Set 1 = 3,760 psi
Set 1 = 3,850 psi
Set 2 = 3,260 psi
Set 2 = 3,030 psi
Set 2 = 3,150 psi
Set 2 = 3,260 psi
14 8/17/2021 Level 1 Footings at Building
B: S.1/b27 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% ; Lab Log No.: 15745 (2945-2946)
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
7 day break 08/24/2021
Set 1 = 2,510 psi
28 day break 09/14/2021
Set 1 = 3,280 psi
Set 1 = 3,430 psi
56 day break 10/12/2021
Set 1 = 4,070 psi
Set 1 = 4,110 psi
15 9/23/2021 Level 1 Footings at Building
B: P7/a18 Arsene Ntwali
Low break:
Mix Desing 5000D, design strength of 5,000 psi at 28 days, specified slump from 5 to 8 in., specified air content
from 4% to 7% ; Lab Log No.: 16288 (3264)
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
7 day break 09/30/2021
Set 1 = 3,510 psi
28 day break 10/21/2021
Set 1 = 4,470 psi
56 day break 11/18/2021
Set 1 = 4,880 psi
Set 1 = 5,120 psi
Set 1 = 5,210 psi
16 11/2/2021
Level 1 Slab at Building D:
Line A-D1, Row D1-before
D16
Enea Mushi Measured Floor Flatness, Levelness (34.7 and 18.3) did not meet overall project requirement (35 and 25)N Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
J5951 - Dennis Yarmouth Middle School - Exception Log Pages 3 of 5
17 9/27/2021
Level 1 Wall at Q-P.7/a18,
a18-24/W
D17 : Sampled @ N.4/b5
Arsene Ntwali
Low break:
Mix Desing 5000D, design strength of 5,000 psi at 28 days, specified slump from 5 to 8 in., specified air content
from 4% to 7% ; Lab Log No.: 16339 (3323)
Y Marguerite
Tuesday, January
18, 2022 12:53
PM
EOR to Advise
7 day break 10/04/2021
Set 1 = 3,510 psi
28 day break 10/25/2021
Set 1 = 4,170 psi
56 day break 11/22/2021
Set 1 = 4,700 psi
90 day break 12/26/2021
Set 1 = 5470 psi
Set 1 = 5070 psi
18 12/16/2021
Level 1, area A
@ S.1-S.5/b11 bottoms only:
Level 16
@ K.9-N/b33 steel girts:
Level low roof/high roof
@ N.9-K/b1, K/b1-b22,
L+P.7/a17-b21,
LP.7/a17+b21, V-V.9/a15,
W/a1-a14, W-V/a1, V/a1-a2,
V-U/a2
Tony Paradis
WPSs not available for review for Stellar Steel Erectors or United Steel. Stellar Steel Used FCAW process in the
2F, 4F, 2G and 3G possitions. United Steel used the SMAW process in the 2F possition. rnWPQRs recieved for
Stellar Steel Erectors show no welders qualified for FCAW welds in the 4F or 3G positions.
N PMA EOR to Advise
19 12/17/2021 top and bottom plates Tony Paradis Contractor has failed to maintain 3/4" minimum distance from screw to edge of light gauge surfaces as called for
in General Note 4 on SK-3.Y PMA Wed 3/9/2022
12:46 PM EOR to Advise
20 11/18/2021 Level 1 Metal pan stairs at
Building D Arsene Ntwali Low Break :
Mix #: 4000DGRNA : Slump 5-9 air 0-3 Design Strength (psi): 4,000 @28 days : Lab Log No.: 17282 (3681)N PMA
EOR to Advise
7 day break 11/25/2021
Set 1 = 2,060 psi
28 day break 12/16/2021
Set 1 = 2,580 psi
56 day break 01/13/2022
Set 1 = 3,220 psi
90 day break 02/16/2022
Set 1 = 3,350 psi
21 12/21/2021 locations at building A and B Blake Mullens
The items as listed herein have not been accomplished in accordance with the approved documents, plans and
specifications: No. 10 screw missing at inside leg of track connections. Contractor to install inside leg no 10
screws with lift access. Pins at typical parapet detail within this area not spaced properly. Pins installed at
random locations instead of 5 pins within top 2" and 4 pins within bottom 2".
N PMA EOR to Advise
22 1/10/2022 Level 1, gridlines P.1-
J.1/B.33
Abdulwahab
Abulgasem
CMU blocks the Vertical #7 by 16” not reaching overlap requirements, and may getting conflict with other
structures as going up.Y PMA 1/13/2022 EOR to Advise
23 11/8/2021 Level 2 Salb on metal deck
at Building C: E/C4 Arsene Ntwali Low Break :
Mix #: 4000DGRNA : Slump 5-9 air 0-3 Design Strength (psi): 4,000 @28 days : Lab Log No.: 16995 N PMA
EOR to Advise
7 day break 11/15/2021
Set 1 = 2,880 psi
28 day break 12/06/2021
Set 1 = 3,820 psi
56 day break 01/03/2022
Set 1 = 4,160 psi
Set 1 = 4,250 psi
Set 1 = 4,300 psi
24 12/2/2021 Building C : F-G/C7-9 Arsene Ntwali Low Break :
Mix #: 3000DNA : Slump 5-9 air 0-3 Design Strength (psi): 3,000 @28 days : Lab Log No.: 17226 (3735)N PMA
EOR to Advise
7 day break 12/09/2021
Set 1 = 1,290 psi
28 day break 12/30/2021
Set 1 = 1,720 psi
56 day break 01/27/2022
Set 1 = 1,780 psi
90 day break 03/2/2022
Set 1 = 1,780 psi
25 1/19/2022
1-P/A.10 Low roof media
center
2-P/A.12 Lowroof media
center
3-A5/W Foundation plan
A
Roney Nakhoul Cohesion/Adhesion of SFRM Applied to Structural Members failure: Fireproofing material is not adhering to the
glue. Noted that material was wet to touch and 2 samples taken Y PMA 2/21/2022
Fireproofing material was given more
time to dry, plus warmer weather during
this dates testing resulted with the above
tests. Cohesion adhesion values exceed
requirements by project specs .
26 11/16/2021 Building A : N/b20, A5/S Arsene Ntwali Grout, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17087 (3651)Y PMA
1/19/2021
Page 13 of UNIT
MASONRY 04 2000-
13 Notes: 28-day
compressive
strength indicated,
but not less than
2000 psi
EOR to Advise
7 day break 11/23/2021
Set 1 = 2,300 psi
28 day break 12/14/2021
Set 1 = 2,660 psi
56 day break 01/11/2022
Set 1 = 3,300 psi
Set 1 = 3,330 psi
J5951 - Dennis Yarmouth Middle School - Exception Log Pages 4 of 5
27 11/18/2021 Building A :T.1/A7 Arsene Ntwali Grout, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17119 (3678)Y PMA
1/19/2021
Page 13 of UNIT
MASONRY 04 2000-
13 Notes: 28-day
compressive
strength indicated,
but not less than
2000 psi
EOR to Advise
7 day break 11/25/2021
Set 1 = 1,830 psi
28 day break 12/16/2021
Set 1 = 2,290 psi
56 day break 01/13/2022
Set 1 = 2,450 psi
90 day break 02/16/2022
Set 1 = 2,660 psi
28 11/18/2021 Building D: T.1/A7 Arsene Ntwali Concrete, low break: Design Strength (psi): 4,000 @28 days, Lab Log No.: 17282 (3681)N PMA
EOR to Advise
7 day break 11/25/2021
Set 1 = 2,060 psi
28 day break 12/16/2021
Set 1 = 2,580 psi
56 day break 01/13/2022
Set 1 = 3,220 psi
90 day break 02/16/2022
Set 1 = 3,350 psi
118 day break 03/16/2022
Set 1 = 3,580 psi
29 11/22/2021 Building A : T.1/A6 Arsene Ntwali Concrete, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17197 (3728)N PMA
EOR to Advise
7 day break 11/29/2021
Set 1 = 1,720 psi
28 day break 12/20/2021
Set 1 = 2,310 psi
56 day break 01/17/2022
Set 1 = 2,370 psi
90 day break 02/20/2022
Set 1 = 2,390 psi
30 12/27/2021 Level 2, L-K.8/b21-b22 Eric Pitman Grout, low break: Design Strength (psi): 2,500 @28 days: Lab Log No.: 17890 (4010)N PMA
EOR to Advise
32 day break 01/28/2022
Set 1 = 1,190 psi
56 day break 02/27/2022
Set 1 = 1,270 psi
90 day break 03/27/2022
Set 1 = 1,840 psi
118 day break 04/24/2022
Set 1 = 1,610 psi
31 2/9/2022 Grade on Level 1 at Line M.5-
Q, Row a18-Pass a30 Enea Mushi
Floor Levelness measurement did not meet project spec requirements.
3.9 FINISHING FLOORS AND SLABS
Specified overall values of flatness, F(F) 35; and of levelness, F(L) 25; with minimum local values of flatness, F(F)
24; and of levelness, F(L) 17; for slabs-on grade
N PMA EOR to Advise
32 1/12/2022 P.2-B.30 -B-32 Bernard
Connaughton Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17776 N PMA
EOR to Advise
7 day break 01/19/2022
Set 1 = 1,060 psi
Set 1 = 1,190 psi
Set 1 = 1,250 psi
28 day break 02/09/2021
Set 1 =1,400 psi
56 day break 03/09/2022
Set 1 = 1,580 psi
90 day break 04/12/2022
Set 1 = 2,110 psi
33 1/11/2022 Gymnasium - East Elevation
at Line P.2-M.3-b33
Bernard
Connaughton Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17775 N PMA
EOR to Advise
7 day break 01/18/2022
Set 1 = 630 psi
Set 1 = 740 psi
Set 1 = 770 psi
28 day break 02/08/2021
Set 1 = 840 psi
56 day break 03/08/2022
Set 1 = 890 psi
90 day break 04/11/2022
Set 1 = 1,010 psi
J5951 - Dennis Yarmouth Middle School - Exception Log Pages 5 of 5
34 1/24/2022 Gymnasium - at Line K/B33 Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17921 N PMA
EOR to Advise
7 day break 01/31/2022
Set 1 = 1,390 psi
Set 1 = 1,490 psi
Set 1 = 1,610 psi
28 day break 02/21/2021
Set 1 = 1,630 psi
56 day break 03/21/2022
Set 1 = 1,960 psi
Set 1 = 2,100 psi
35 1/21/2022 Gymnasium, Line J.7-b30-
b31, J.7-b25-b29 Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17913 N PMA
EOR to Advise
7 day break 01/28/2022
Set 1 = 1,270 psi
Set 1 = 1,300 psi
Set 1 = 1,400 psi
28 day break 02/18/2021
Set 1 = 1,630 psi
56 day break 03/18/2022
Set 1 = 2,050 psi
36 3/1/2022 Bldg B section 5 and section
11 Roney Nakhoul
Missing Bands:
Banding missing in several locations at the exterior face; sheathing needs to be removed to fix in the 11
section. Some of the inside bands also missing. This inspector observed that some studs were screwed into the
top track which they should not, as this is a deflection track. Studs at some of the curved walls need securing at
the bottom on both sides; these areas appear in progress
Y PMA 3/9/2022 Observed hex screws being installed for
the bracing in bldg B
37 2/24/2022 P.1/b26-30 Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 18046 (4052)N PMA
EOR to Advise
7 day break 02/11/2022
Set 1 = 1,050 psi
Set 1 = 1,120 psi
Set 1 = 1,220 psi
28 day break 02/18/2021
Set 1 = 1,450 psi
Set 1 = 1,660 psi
Set 1 = 1,810 psi
38 3/30/2022 Building B Roney Nakhoul Work in Progress - Building B cold form metal framing N PMA Reinspection is required
39 4/12/2022 Level 1 Auditorium Seating
Rows 1, 3, 5
Bernard
Connaughton
Concrete in truck exceeded the 90 minutes batch to placement time by 35 minutes. Temperature was checked
after 100 minutes and at 115 minutes in the truck and remained at 70F. Truck fully discharged all concrete at 125
minutes.
N PMA
EOR to Advise
7 day break 4/19/22
Set 1 = 4,460 psi
28 day break 5/10/22
Set 1 = 5,950 psi
40 4/15/2022 Building C, Level 2 Roney Nakhoul Work in Progress - HVAC Duct near the C-D connector, east side, needs to be firestopped.Y PMA 6/2/2022 Reinspected and approved
41 6/8/2022 Building B, Level 2 Roney Nakhoul EJ required for the electrical penetrations through the floor to wall expansion joint system FWD 1013.Y PMA 7/1/2022 EJ Numbers provided by contractor.
EJ559088a.
42 6/13/2022 Building B, Level 2 Roney Nakhoul SOFP for the beam at B22-B24/K needs repairs.N PMA Reinspection is required
Status: Work-in-Progress
Legend:
Status: Closed
Status: Open
TESTING
INSPECTION
ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760
Field Number: 5 Laboratory Compression Test (4x8)
Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153
Project No.:5951 Sampled by: Bernard Connaughton Report Date: 08/19/2022
Client: PMA Consultants, LLC
Date of Sampling: 07/22/2022 Lab Log No.: 20836 (4975)
Reviewed by: Edmychael Colon, Lab
Manager
08/19/2022
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 itemstested 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
Information provided by Field Technician
Mix #: 4000D 4000 3/4 Supplier: Cape Cod Contractor: Silver Back
Set: 1 of 1 Truck #: 56 Design Strength (psi): 4,000 @28
days Ticket#: 35951
Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical
Concrete Specimens (4x8)Type of Structure: Slab on Grade
Location: Onsite
Location for overall pour: Ground Level Slab on Grade at Side Walk at end of Ball field at Roadway. Side Walk at bend of roadwa
Location when sampled: Side Walk at end of Ball Field
Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment
Mix Temperature (ºF):82 50-90 Slump or Spread (in.):6.5 4.0-7.0 Unit Wt (#cu ft):145.4 140-150
Air Temperature (ºF):80 >40 Air Content (%):6.1 4.5-7.5 Time Sampled:7:50 AM
Aggregate Size (in):3/4 3/4 Batch Time:6:50 AM Time in Truck:60 minutes <90 Mins
Information supplied by Laboratory Technician
Date Received: 07/27/2022 Technician that received: JK
Test #
Age of
Test
(Days)
Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load
(lbs)
Compressive
Strength (psi)
Type of
Fracture
A 7 07/29/2022 Gregory Vachon 4.00 8.00 12.57 Lab 43,424 3,450 psi Type 2
B 28 08/19/2022 Gregory Vachon 4.00 8.00 12.57 Lab 63,921 5,090 psi Type 2
C 28 08/19/2022 Gregory Vachon 4.00 8.00 12.57 Lab 60,753 4,830 psi Type 2
D 28 08/19/2022 Gregory Vachon 4.00 8.00 12.57 Lab 61,517 4,890 psi Type 2
E H H 4.00 8.00 12.57 Lab
MEETS DESIGN STRENGTH
28 Day Avg.:4,940 psi
Remarks: Received Sample Condition: Acceptable and/or Satisfactory