HomeMy WebLinkAboutJ5951 Dennis Yarmouth Middle School WE 2022-11-04Summary Report #74
November 7, 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
November 2, 2022
Alex Dzengeleski reported to Nicholas Hull with PMA at the jobsite. Performed concrete placement and sampling inspection. Concrete sample(s)
obtained: (5) per set, (2) set(s), (10) total. See attached.
Alex Dzengeleski reported to Nicholas Hull with PMA at the jobsite. Performed reinforcing steel placement inspection. See attached.
The work observed was, to the best of Alex's knowledge, in accordance with the approved plans, specifications and applicable standards of
workmanship.
November 3, 2022
Roney Nakhoul 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.
Roney Nakhoul picked up (10) concrete cylinders from the jobsite.
The work observed was, to the best of Roney's knowledge, in accordance with the approved plans, specifications and applicable standards of
workmanship.
November 4, 2022
Peter Stafford Wilson picked up (5) concrete cylinders from the jobsite.
Laboratory test results are enclosed if testing was done during the period covered by this report.
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
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
11-11-2022
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: Alex Dzengeleski
Inspection Type: Concrete Placement and Sampling
Pg. 1 of 1
November 2, 2022
Time In: 07:30 Break: 11:00-11:30 Time Out: 11:30
DFR ID: 49058
Weather: Sunny
Temperature: 50°F
Permit No. : BLD-21-006153
Plans Dated: 07/19/2021
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:
Alex Dzengeleski
Inspector
11-02-2022
Date Jillian Kass
Staff Engineer
11-09-2022
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
Alex Dzengeleski reported to Nicholas Hull with PMA at the jobsite. Observed placement of and performed sampling of concrete for
Ground level, slab on grade at Main entrance plaza (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 99 cubic yards placed).
Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Point of placement.
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 68 52 7.5 141.2 56 Main entrance
plaza 5 6:58 AM 7:40 AM Silverback 3729
7
2 6.5 68 59 7.5 141.2 62 Main entrance
plaza 5 8:35 AM 9:40 AM Silverback 2588
7
10 Total
Additional Notes: Rebar was previously inspected on Nov 2, 2022.
Referenced Details: Cape Cod Ready Mix mix design
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Alex Dzengeleski
November 2, 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: Alex Dzengeleski
November 2, 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: Alex Dzengeleski
Inspection Type: Reinforcing Steel Placement
Pg. 1 of 1
November 2, 2022
Time In: 05:30 Time Out: 07:30
DFR ID: 49064
Weather: Sunny
Temperature: 50°F
Permit No. : BLD-21-006153
Plans Dated: 09/02/2021
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:
Alex Dzengeleski
Inspector
11-02-2022
Date Jillian Kass
Staff Engineer
11-09-2022
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
Alex Dzengeleski reported to Nicholas Hull with PMA at the jobsite. Observed placement of reinforcing steel for Ground level
slab on grade at Main entrance plaza. Work complete. Reference detail Drawing #R-07.
Reinforcing Steel
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 ✓
TESTING
INSPECTION
ENGINEERING
Project No: 5951
Project Name: Dennis Yarmouth Middle School
Project Location: 296 Station Ave, South Yarmouth, MA, 02664
Fenagh Representative: Alex Dzengeleski
November 2, 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: Roney Nakhoul
Inspection Type: Concrete Placement and Sampling
Pg. 1 of 1
November 3, 2022
Time In: 07:00 Time Out: 11:00
Time In: 06:00 Time Out: 07:00
Time In: 11:00 Break: 12:00-13:00 Time Out: 13:00
DFR ID: 49184
Weather: Sunny
Temperature: 48°F
Permit No. : BLD-21-006153
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:
Roney Nakhoul
Inspector
11-03-2022
Date Jillian Kass
Staff Engineer
11-09-2022
Date
12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax
Southern California
New England
Arizona
Texas
New York
Miami
Roney Nakhoul reported to Nick Hull with PMA at the jobsite. Observed placement of and performed sampling of concrete for
Ground level, slab on grade at Main entry sidewalks, misc parking lot ramps (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 60 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 5.75 63 42 5.5 147.3 56 Main entry
sidewalks 5 6:48 AM 7:45 AM Silverback 3733
8
5 Total
Additional Notes: Rebar mesh was also inspected for this placement.
Observed asphalt placement around the track at the upper fields.
Referenced Details: 4000D Mix Design
Daily Pick Up Report
Project Name Dennis Yarmouth Middle
School Job Number 5951
Fenagh Representative Roney Nakhoul Date 11/03/2022
4x8 Cylinders 10
Daily Pick Up Report
Project Name Dennis Yarmouth Middle
School Job Number 5951
Fenagh Representative Peter Stafford Wilson Date 11/04/2022
4x8 Cylinders 5
J5951 - Dennis Yarmouth Middle School - Exception Log Pages 1 of 6
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 6
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 6
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
Pending verification of welder
certifications
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)
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022
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".
Y PMA 11/1/2022 Fenagh inspector reinspected and LGMF
inspector approved
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
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022
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)
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022
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 6
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)
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022
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)
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022
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)
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022
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
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022 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
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022
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
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022
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 6
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
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022
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
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022
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)
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y PMA 10/17/2022
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 Y PMA Reinspected and approved
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.
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y Commodore 10/17/2022
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.Y PMA 10/20/2022 The fireproofing on Level 2 at B22-B24/K
was re-inspected and compliant.
43 7/14/2022 G 1 Slab on Grade at D-E/JJ-
C115 Raju Banjade
Set 1 failed to meet design strength (Lab Log No. 20625)
Cape Ready Mix No. 4000D
Design Strength: 4,000 psi @ 28-Days
Specified Slump requirement: 4-7"
Specified Air Entrainment: 4.5-7.5%
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y Commodore 10/17/2022
EOR to Advise
28 day break 08/11/22
Set 1 = 3,730 psi
56 day break 09/08/22
Set 1 = 4,740 psi
44 9/15/2022 Levels 1-2, Rooms C127,
D127, C228, D200C Roney Nakhoul
1. D wing first floor- 1 conduit south side, 2-3 conduits north side, Fire protection above door needs to be done.
2. C1- elevator room not complete.
3. C2- Elevator East wall not done, Electrical room no penetrations done.
Y PMA 10/20/2022
The electrical rooms were re-inspected
this date and any final items were closed
out.
45 9/23/2022 Levels 1-2, Rooms C127,
D127, C228, D200C Roney Nakhoul 1. Many penetrations coming out of the electrical rooms need fire caulking.
2. The labels are mixed up in many areas and do not cover the assembly.Y PMA 10/20/2022
The electrical rooms were re-inspected
this date and any final items were closed
out.
46 9/1/2022 Level 1 Sidewalks at Building
C and D Keller Paul
Set 1 failed to meet design strength (Lab Log No. 21796)
Cape Ready Mix No. 4000D
Design Strength: 4,000 psi @ 28-Days
Specified Slump requirement: 4-7"
Specified Air Entrainment: 4.5-7.5%
Reference
Field
Observation
Report 10 by
Kenneth P.
Anderson, PE
with Girard &
Co. Engineers
Y Commodore 10/17/2022
EOR to Advise
28 day break 09/29/22
Set 1 = 3,980 psi
J5951 - Dennis Yarmouth Middle School - Exception Log Pages 6 of 6
47 9/29/2022 Upper Fields Caisson for
Light pole at upper fields Roney Nakhoul
Set 1 failed to meet design strength (Lab Log No. 22458)
Cape Ready Mix No. 4000D
Design Strength: 4,000 psi @ 28-Days
Specified Slump requirement: 4-7"
Specified Air Entrainment: 4.5-7.5%
Y Commodore 11/1/2022
EOR to Advise
28 day break 10/27/22
Set 1 = 3,900 psi
Closed per design requirement of 3,000
psi
Status: Work-in-Progress
Legend:
Status: Closed
Status: Open