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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2021-12-24Summary Report #30 December 27, 2021 Attn: Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 Application No.: TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas December 20, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Abdulwahab Abulgasem reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. No Samples Taken. See attached. The work observed was, to the best of Arsene's, Abdulwahab's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. December 21, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. No Samples Taken. See attached. Abdulwahab Abulgasem reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. No Samples Taken. See attached. Blake Mullens reported to John with PMA at the jobsite. Performed light gauge metal framing inspection. See attached. Exception: No.10 screw missing at the 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 out properly. Pins installed at random locations instead of 5 pins within top 2" and 4 pins within bottom 2". Non-compliance conditions were brought to the attention of John with PMA. See attached Non-Compliance Report. The work observed was, to the best of Arsene's, Abdulwahab's, Blake's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. December 22, 2021 Abdulwahab Abulgasem reported to o Mitch Miller with PMA at the jobsite. Performed structural masonry inspection. Grout sample(s) obtained: (4) per set, (1) set(s), (4) total. See attached. TESTING INSPECTION ENGINEERING EM 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Abdulwahab Abulgasem reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. No Samples Taken. See attached. The work observed was, to the best of Abdulwahab's, Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. December 23, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Abdulwahab Abulgasem reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. No Samples Taken. See attached. The work observed was, to the best of Arsene's, Abdulwahab's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Reviewed by: Enea Mushi Project Manager 01-05-2022 Date Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com) Administrative Contact: Gina Salerno (gsalerno@fenaghengineering.com) TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali December 20, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 55°F Permit No. : Plans Dated: 09/23/2021 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: Arsene Ntwali Inspector 12-20-2021 Date Enea Mushi Project Manager 12-30-2021 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 Plate compactor , Excavator. No samples taken. Density Std (DS): 2476 Moisture Std (MS): 474 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Building B L1 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: Plate compactor Excavation: Excavator Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture Loose glacial 1 S774 115.8 10.0 Test#Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 N/a29 4 -1 1 111.2 6.3 96 Pass 2 N/a29 4 0 1 110.7 6.5 96 Pass TESTING INSPECTION ENGINEERING Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: N/a Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Abdulwahab Abulgasem Subcontractor: Robert B. Our Co December 20, 2021 Time In: 07:00 Break: 12:00-12:30 Time Out: 15:00 Weather: Cloudy Temperature: 39°F Permit No. : Plans Dated: N/A Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Abdulwahab Abulgasem Inspector 12-20-2021 Date Enea Mushi Project Manager 12-22-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Abdulwahab Abulgasem reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. Assisted Arsene with soil observation. No samples taken. TESTING INSPECTION ENGINEERING Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali December 21, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 43°F Permit No. : Plans Dated: 09/23/2021 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: Arsene Ntwali Inspector 12-21-2021 Date Enea Mushi Project Manager 12-30-2021 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 observation of earthwork activities. No samples taken. Additional Notes: Observed placement and compaction of stones in building B. TESTING INSPECTION ENGINEERING Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: N/a Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Abdulwahab Abulgasem Subcontractor: Robert B. Our Co December 21, 2021 Time In: 07:00 Break: 12:00-12:30 Time Out: 15:00 Weather: Cloudy Temperature: 42°F Permit No. : Plans Dated: N/A Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Abdulwahab Abulgasem Inspector 12-21-2021 Date Enea Mushi Project Manager 12-22-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Abdulwahab Abulgasem reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. Assisted Arsene with soil observation. No samples taken. TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Blake Mullens Inspection Type: Light Gauge Metal Framing Pg. 1 of 2 December 21, 2021 Time In: 08:00 Time Out: 15:00 Weather: Partly Cloudy Temperature: 35°F Permit No. : Plans Dated: 05/08/2021 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: Blake Mullens Inspector 12-21-2021 Date Enea Mushi Project Manager 12-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Blake Mullens reported to John with PMA at the Jobsite. Performed visual inspection of Light Metal Gauge Framing LMGF at Parapet locations at building A and B. 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". Performed visual inspection of LMGF at building Part C and Part D. Punch list generated and given to contractor for completion. Work within this area still in progress. Referenced Details: SK-1 - SK-7 Non-compliance conditions were brought to the attention of John with PMA See attached Non-Compliance Report. TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Blake Mullens Inspection Type: Notice of Non-Compliance Pg. 2 of 2 December 21, 2021 Time In: 08:00 Time Out: 15:00 Weather: Partly Cloudy Temperature: 35°F Permit No. : 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Person Notified at Jobsite: Name:John Company:PMA Inspection Type and Coverage: Visual LMGF 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". 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: Blake Mullens (Inspector) 12-21-2021 Date TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Abdulwahab Abulgasem Inspection Type: Masonry CMU Block Placement Pg. 1 of 1 December 22, 2021 Time In: 07:00 Break: 12:00-12:30 Time Out: 15:00 Weather: Cloudy Temperature: 41°F Permit No. : Abdulwahab Abulgasem reported to o Mitch Miller with PMA at the jobsite. Observed placement of 8" units and rebar, #4" at 48"” O.C. horizontal and #4" at 48"” O.C. vertical, constructed with space mix Type S mortar, 1-6 courses, wall(s) at Level 1, gridlines A.28-B.23/M.3- K. Work in progress. Sampled grout, -day design strength of psi. Reference details Area B masonry drawing . Set No.Slump (in.)Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 n/a 55 42 A.28-B.23/M.3-K 4 1 set of Grout Box(s) for a total of 4 samples 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: Abdulwahab Abulgasem Inspector 12-22-2021 Date Enea Mushi Project Manager 12-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York 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 December 22, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 38°F Permit No. : Plans Dated: 09/23/2021 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: Arsene Ntwali Inspector 12-22-2021 Date Enea Mushi Project Manager 01-05-2022 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 Plate compactor , Excavator. No samples taken. Density Std (DS): 2510 Moisture Std (MS): 482 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: South of building B 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: Plate compactor Excavation: Excavator Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture Loose glacial 1 S774 115.8 10.0 Test#Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Fiber optic line 6 -1 1 110.9 6.6 96 Pass 2 Fiber optic line 6 0 1 110.5 6.4 95 Pass TESTING INSPECTION ENGINEERING Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: N/a Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Abdulwahab Abulgasem Subcontractor: Robert B. Our Co December 22, 2021 Time In: 07:00 Break: 12:00-12:30 Time Out: 15:00 Weather: Cloudy Temperature: 34°F Permit No. : Plans Dated: N/A Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Abdulwahab Abulgasem Inspector 12-22-2021 Date Enea Mushi Project Manager 12-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Abdulwahab Abulgasem reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. Assisted Arsene with soil observation. No samples taken. 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 December 23, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 43°F Permit No. : Plans Dated: 09/23/2021 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: Arsene Ntwali Inspector 12-23-2021 Date Enea Mushi Project Manager 01-05-2022 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 Plate compactor , Excavator. No samples taken. Density Std (DS): 2476 Moisture Std (MS): 474 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Athletic field 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: Plate compactor Excavation: Excavator Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture Loose glacial 1 S774 115.8 10.0 Test#Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Light pole 6 -2 1 111.5 6.1 96 Pass 2 Light pole 6 -1 1 110.2 6.0 95 Pass TESTING INSPECTION ENGINEERING Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: N/a Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Abdulwahab Abulgasem Subcontractor: Robert B. Our Co December 23, 2021 Time In: 07:00 Break: 12:00-12:30 Time Out: 15:00 Weather: Sunny Temperature: 38°F Permit No. : Plans Dated: N/A Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Abdulwahab Abulgasem Inspector 12-23-2021 Date Enea Mushi Project Manager 12-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Abdulwahab Abulgasem reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. Assisted Arsene with soil observation. No samples taken. NCR ID# Date Location Inspector IssueRFI/ Submittal No.Resolved? (Y/N) Sub/ Contractor Date Resolved Comment1 7/21/2021 Wall : C /d3 Arsene NtwaliLow 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 MargueriteEOR 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 NtwaliLow 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)N MargueriteEOR 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 Set 1 = psi3 7/30/2021Footings Set # 1 :Column line/Row: D.3/c116 Set # 2 Columm line / Row c5/H Arsene NtwaliLow 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 MargueriteEOR 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 psi4 8/3/2021Footings: Elevator pit foundationArsene NtwaliLow 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 MargueriteEOR 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 psi5 8/6/2021 Level 1 Wall at Building C and B ‐ E/c2Arsene NtwaliLow 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 MargueriteEOR 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 8/6/2021Level 1 Wall at Building C and B ‐ J.7/b25Arsene NtwaliLow 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 MargueriteEOR to Advise 7 day break 08/13/2021 Set 2= 2,390 psi 28 day break 09/3/2021 Set 2 = 3380 psi 56 day break 10/8/2021 Set 1 = psi7 8/13/2021Level 1 Footings at Building B: P.1/b33Arsene NtwaliLow 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 MargueriteEOR 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 = psi Set 1 = psi8 8/13/2021Level 1 Footings at Building B: J.3/b24Arsene NtwaliLow 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 MargueriteEOR to Advise 7 day break 08/20/2021 Set 1 = 2,320 psi 28 day break 09/10/2021 Set 1 = 2,840 psi 56 day break 10/08/2021 Set 1 = psi Set 1 = psi 9 8/20/2021Level 1 Footings at Foundation: Wall: H/c5Arsene NtwaliLow 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)N MargueriteEOR 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 psi10 9/3/2021 Level 1 Wall; U/a5 Arsene NtwaliLow 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)N MargueriteEOR 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 psi11 9/9/2021 Level 1 Footing: M.5/b17 Arsene NtwaliLow 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)N MargueriteEOR 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 psi12 9/10/2021 Level 1 Footing: L.9/b2 Arsene NtwaliLow 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)N MargueriteEOR 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/b24Arsene NtwaliLow 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)N MargueriteEOR 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 psi14 8/17/2021 Level 1 Footings at Building B: S.1/b27Arsene NtwaliLow 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)N MargueriteEOR 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/a18Arsene NtwaliLow 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)N MargueriteEOR 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 EOR to Advise 17 9/27/2021 Level 1 Wall at Q‐P.7/a18, a18‐24/WD17 : Sampled @ N.4/b5Arsene NtwaliLow 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)N MargueriteEOR 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 = psi Set 1 = psi 18 12/16/2021Level 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/a2Tony ParadisWPSs 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 ParadisContractor 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.N PMA EOR to Advise 20 12/18/2021 Level 1 Metal pan stairs at Building DTony ParadisLow Break : Mix #: 4000DGRNA : Slump 5‐9 air 0‐3 Design Strength (psi): 4,000 @28 days : Lab Log No.: 17282 (3681)N PMAEOR 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 01/13/2021 Set 1 = psi 21 12/21/2021 locations at building A and B Blake MullensThe 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 Status: Work‐in‐ProgressLegend:Status: ClosedStatus: Open TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/23/2021 Client: PMA Consultants, LLC Date of Sampling: 12/10/2021 Lab Log No.: 17375 (3800) Reviewed by: CJ Martens 12/23/2021 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 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 #: 3000DNA Supplier: Cape Cod Mix Contractor: Silverback Set: 1 of 1 Truck #: 67 Design Strength (psi): 3,000 @28 days Ticket#: 32889 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building A low roof Location when sampled: T.8/a4 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 63 50-90 Slump or Spread (in.): 6.75 5-9 Unit Wt (#cu ft): 149.2 148.2 Air Temperature (ºF): 45 >40 Air Content (%): 1.3 0-3 Time Sampled: 9:10 AM Aggregate Size (in): 3/4 3/4 Batch Time: 8:36 AM Time in Truck: 34 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 12/13/2021 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 12/17/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 49,274 3,920 psi Type 2 B 28 01/07/2022 4.00 8.00 12.57 Fld C 28 01/07/2022 4.00 8.00 12.57 Fld D 28 01/07/2022 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,920 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory