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HomeMy WebLinkAboutJ5951 Dennis Yarmouth Middle School WE 2022-03-18Summary Report #42 March 21, 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 SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas March 14, 2022 Roney Nakhoul reported to Nick Hull with PMA at the jobsite. Performed structural masonry inspection. Mortar sample(s) obtained: (6) per set, (1) set(s), (6) total. See attached. Roney Nakhoul reported to JoKn Pope with PMA at the jobsite. Performed engineering misc. inspection. See attached. 5Rney Nakhoul picked up (6) mortar, (4) grout and (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. March 15, 2022 James Descoteaux reported to Nicholas Hull with PMA at the jobsite. Performed structural masonry inspection. See attached. The work observed was, to the best of James knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. March 16, 2022 Eric Pittman reported to Nicholas Hull with PMA at the jobsite. Performed structural masonry inspection. See attached. Eric Pittman reported to Nicholas Hull with PMA at the jobsite. Performed structural steel and welding inspection in the field. 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. March 17, 2022 Bernard Connaughton reported to Nicholas Hull with PMA at the jobsite. Performed structural masonry inspection. See attached. The work observed was, to the best of Bernard's knowledge, in accordance with the approved plans, specifications and applicable standards of TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas workmanship. March 18, 2022 Bernard Connaughton reported to Nicholas Hull with PMA at the jobsite. Performed structural masonry inspection. Grout sample(s) obtained: (4) per set, (1) set(s), (4) total. See attached. Bernard Connaughton reported to Nicholas Hull with PMA at the josbite. Performed soils compaction testing and observation of earthwork activities. No Samples Taken. 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. 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 03-25-2022 Date Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com) Administrative Contact: Siobhain Willis (Swillis@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: Roney Nakhoul Inspection Type: Masonry CMU Block Placement Pg. 1 of 1 March 14, 2022 Time In: 07:00 Break: 12:00-12:30 Time Out: 13:30 DFR ID: 31136 Weather: Sunny Temperature: 45°F Permit No. : BLD-21-006153 Plans Dated: 07/02/2021 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: Roney Nakhoul Inspector 03-14-2022 Date Jillian Kass Staff Engineer 03-15-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Roney Nakhoul reported to Nick Hull with PMA at the jobsite. Observed placement of 12" units and rebar, #5 at 48” O.C. horizontal and #7 at 16” O.C. vertical, constructed with Amerimix 405/505C Type S mortar, 21 courses, wall(s) at Level 1, gridlines West wall of the gymnasium B24/P.1-K. Work in progress. Reference details Submittal 042000-49.0. Sampled mortar, Type S, 28-day design strength of 1800 psi, placed on Level 1 wall(s) at gridlines West wall of the gymnasium B24/P.1-K, . Set No. Mix Temp (°F) Air Temp (°F) Location Qty. of Samples 1 47 45 21st course, B24/N.3 6 1 set of Mortar for a total of 6 samples 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: Engineering Inspection Pg. 1 of 1 March 14, 2022 Time In: 13:30 Time Out: 15:30 DFR ID: 31135 Weather: Sunny Temperature: 45°F Permit No. : BLD-21-006153 Plans Dated: 01/27/2015 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 03-14-2022 Date Jillian Kass Staff Engineer 03-15-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Roney Nakhoul reported to Jon Pope with PMA at the jobsite. Requested by PMA to reinspect open firestopping items in Building D, Level 2. Closure of March 3rd items noted by Eric Pittman for "open cores". These areas have been either utilized and firesafed or poured with leveler. Additionally, I visually inspected the firestopping for the 48" hvac ducts at both ends of the floor, with no further exceptions. The electrical rooms remain work in progress for the through slab penetrations. Referenced Details: C-A-J 5343, C-A-J 5090, C-A-J 3239, C-A-J 2647, C-A-J 1226, C-A-J 5091 Daily Pick Up Report Project Name Dennis Yarmouth Middle School Job Number 5951 Fenagh Representative Roney Nakhoul Date 03/14/2022 Mortar Samples 6 Grout Sample 4 4x8 Cylinders 10 TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: James Descoteaux Inspection Type: Masonry CMU Block Placement Pg. 1 of 1 March 15, 2022 Time In: 07:00 Time Out: 15:30 DFR ID: 31228 Weather: Partly Cloudy Temperature: 50°F Permit No. : BLD-21-006153 Plans Dated: 07/02/2021 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: James Descoteaux Inspector 03-15-2022 Date Jillian Kass Staff Engineer 03-16-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York James Descoteaux reported to Nicholas Hull with PMA at the jobsite. Observed placement of 12" units and rebar, #5 at 48” O.C. horizontal and #7 at 16” O.C. vertical, constructed with Amerimix 405/505C Type S mortar, 22 courses, wall(s) at Level 2, gridlines (B24/K-N). Work in progress. Reference details Submittal 042000-49.0 and Submittal 04 2000-19.0. Additional Notes: No samples made per request of Nicholas Hull with PMA. Course 22 finished at (B24/K-N), work in progress at (B24/N-P.1). 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: Masonry CMU Block Placement Pg. 1 of 1 March 16, 2022 Time In: 10:00 Time Out: 15:30 Time In: 10:00 Break: 12:00-12:30 Time Out: 15:30 DFR ID: 31347 Weather: Partly Cloudy Temperature: 44°F Permit No. : BLD-21-006153 Plans Dated: 04/06/2021 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: Eric Pittman Inspector 03-16-2022 Date Jillian Kass Staff Engineer 03-17-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Eric Pittman reported to Nicholas Hull with PMA at the jobsite. Observed placement of 12" units and rebar, #5 at 8'” O.C. horizontal and #7 at 16"” O.C. vertical, constructed with Spec Mix Type S mortar, 3-12 courses, wall(s) at Level 2, gridlines Bld B West gym wall, b24/P.1-J.7. Work in progress. Reference details Project structural plans and specifications . Wire joint reinforcement installed at 16" OC. Ties installed to abutting steel columns at 16" OC. Head and bed joints are full, even and tooled. Additional #7 vertical installed at jambs, joints and ends. Rebar is grouted solid in low lifts. Rebar spacers are installed and sufficient splice overlap is observed. . Additional Notes: Block are ground face acoustical type. 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: Field Welding Pg. 1 of 2 March 16, 2022 Time In: 07:00 Time Out: 10:00 DFR ID: 31348 Weather: Sunny Temperature: 52°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 Eric Pittman reported to Nicholas Hull with PMA at the jobsite. Performed structural steel and welding inspection. Reviewed welder qualification documents for the following welders: Company Welder name ID # Commodore Robert Yount NA Reviewed the following WPS(s): WPS Number CS-WPS-NR311 Materials/Storage : Verified proper electrode storage per AWS Processes Used: Process Type of electrode/wire Diameter Shielding Gas FCAW NR-311 5/64 NA Weldments observed consisted of: Weld Type Weld Material to Weld Material from Level Location/Piece No Remarks Ref. Details Multi-pass fillet Plate Girder Roof N/b30,b29,b28 T and B Welding Complete RFI 325 and 3/9/11 drawing Roof K.8/b30, b29, b28 Welding Complete 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: Field Welding Pg. 2 of 2 March 16, 2022 Time In: 07:00 Time Out: 10:00 DFR ID: 31348 Weather: Sunny Temperature: 52°F Permit No. : BLD-21-006153 Plans Dated: 03/09/2022 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 03-16-2022 Date Jillian Kass Staff Engineer 03-17-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Eric Pittman reported to Nicholas Hull with PMA at the jobsite. Verified use of 1” A490 Slip-Critical high strength bolts on Gym roof framing at gridlines N and K.8. Visually Verified TC Bolts were Fully Tensioned. Additional Notes: Faying surfaces were clear of paint. Shear plates are welded all around. Referenced Details: RFI 325 3-11-22 approved response 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: Masonry CMU Block Placement Pg. 1 of 1 March 17, 2022 Time In: 07:00 Break: 11:00-11:30 Time Out: 15:30 DFR ID: 31441 Weather: Partly Cloudy Temperature: 48°F Permit No. : BLD-21-006153 Inspection Request no. : 26370 Plans Dated: 06/25/2021 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 03-17-2022 Date Jillian Kass Staff Engineer 03-18-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Bernard Connaughton reported to Nicholas Hull with PMA at the jobsite. Observed placement of 12" units, constructed with Amerimix 405/505C Type S mortar, 6 courses, wall(s) at Level 2, gridlines Line b25 J to P.1 CMU, Courses 6-12, Gymnasium Building B.. Work in progress. Reference details Submittal # 042000-29.0 Design Mix.. Brick veneer was placed at Building D Line D2 , A-B.Line A, D2-D6. Veneer was placed from approximately 4-6 feet with brick ties installed at 16 inches on center.6 inch Mineral wool insulationwas placed at back of Brick veneer. Mortar was SM610 Type N.. 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: Masonry CMU Block Placement Pg. 1 of 1 March 18, 2022 Time In: 07:00 Break: 11:00-11:30 Time Out: 15:30 DFR ID: 31516 Weather: Partly Cloudy Temperature: 54°F Permit No. : BLD-21-006153 Inspection Request no. : 26429 Plans Dated: 06/25/2021 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 03-18-2022 Date Jillian Kass Staff Engineer 03-21-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Bernard Connaughton reported to Nicholas Hull with PMA at the jobsite. Observed placement of 12" units and rebar, #5 at 48"” O.C. horizontal and #7 at 16"” O.C. vertical, constructed with Amerimix 405/505C Type S mortar, 6 courses, wall(s) at Level 2, gridlines Line b24- M-P.1 Gymnasium. Building B. Courses 12-18.. Work in progress. Sampled grout, 28-day design strength of 3000 psi. Reference details Submittal # 042000-29.0 Design Mix.. Set No. Slump (in.) Mix Temp (°F) Air Temp (°F) Location Qty. of Samples 1 N/A 74 53 Line b24 J.7-P.1 Courses 6-12 4 1 set of Grout Box(s) for a total of 4 samples TESTING INSPECTION ENGINEERING Soils Compaction & Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Bernard Connaughton Inspection Location: At trench south east side of building over electric Duct. Subcontractor: Robert B. Our Company Pg. 1 of 2 March 18, 2022 Time In: 07:00 Break: 11:00-11:30 Time Out: 15:30 DFR ID: 31517 Weather: Partly Cloudy Temperature: 56°F Permit No. : BLD-21-006153 Inspection Request no. : 26429 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Bernard Connaughton reported to Nicholas Hull with PMA at the jobsite. Performed soils compaction testing and observation of earthwork activities. Equipment used was Wacker Neuson DPU 3545A Plate Compactor, CAT 324E Excavator, Rakes and Shovels. Material was placed at approximately 12" lifts. Abbreviation T.O.S is Top of Slab.. No samples taken. Density Std (DS): 2514 Moisture Std (MS): 496 Specified Compaction: 95% Soils Report prepared by: ATC Geotechnical Source of Fill: Native: Ordinary Borrow loose Glacial General Location of Fill: Trench over water and electrical duct bank Nuclear Gauge: Humboldt 5001EZ 4600 calibration expiration date 02/10/2023 Soils Report Dated: 05/17/2021 Results Reported to: Nicholas Hull Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture Ordinary Borrow A C-231b 113.1 12.0 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 At Building over water line 10" -48"T.O.S A 110.2 8.8 97 Pass 2 + 50' from Building 10" -48" T.O.S A 109.5 9.0 97 Pass 3 + 100' from Building 10" -48" T.O.S A 107.2 8.2 95 Pass 4 + 150' from Building 10" -48" T.O.S A 108.5 8.5 96 Pass 5 + 200' from Building 10" -48" T.O.S A 109.5 8.9 97 Pass 6 +25' from Building 10" -36" T.O.S A 110.2 8.3 97 Pass 7 + 100' from Building 10" -36" T.O.S A 109.4 8.5 97 Pass 8 + 160' from Building 10" -36" T.O.S A 110.6 8.2 98 Pass 9 +50' from Building 10" -24" T.O.S A 109.2 8.4 97 Pass 10 + 125' from Building 10" -24" T.O.S A 108.1 8.0 96 Pass 11 +180' from Building 10" -24" T.O.S A 109.2 7.9 97 Pass 12 + 20' from Building 10" -12" T.O.S A 110.3 8.2 98 Pass 13 + 80' from Building 10" -12" T.O.S A 109.8 8.6 97 Pass 14 + 150' from Building 10" -12" T.O.S A 108.6 8.5 96 Pass Referenced Details: Lab Log No C-231b TESTING INSPECTION ENGINEERING Soils Compaction & Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Bernard Connaughton Inspection Location: At trench south east side of building over electric Duct. Subcontractor: Robert B. Our Company Pg. 2 of 2 March 18, 2022 Time In: 07:00 Break: 11:00-11:30 Time Out: 15:30 DFR ID: 31517 Weather: Partly Cloudy Temperature: 56°F Permit No. : BLD-21-006153 Inspection Request no. : 26429 Plans Dated: 05/17/2021 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 03-18-2022 Date Jillian Kass Staff Engineer 03-21-2022 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 Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Bernard Connaughton March 18, 2022 Permit No. : Inspection Request no. : 26429 Compaction over Duct Bank at East of Building 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 March 18, 2022 Permit No. : Inspection Request no. : 26429 NCR ID#Date Location Inspector IssueRFI/ Submittal No.Resolved? (Y/N) Sub/ Contractor Date ResolvedComment17/21/2021Wall : 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 27/28/2021Footing : 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)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 = psi37/30/2021Footings 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 psi48/3/2021Footings: 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 psi58/6/2021 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 56 day average set 1 3 320 psi68/6/2021Level 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 = psi78/13/2021Level 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 = psi88/13/2021Level 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 98/20/2021Level 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)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 psi109/3/2021 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)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 psi119/9/2021 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)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 psi129/10/2021 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)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 138/13/2021 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)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 148/17/2021 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)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 159/23/2021 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)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 1611/2/2021 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 MargueriteTuesday, January 18, 2022 12:53 PMEOR to Advise 179/27/2021 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)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 1812/16/2021Level 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 1912/17/2021 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.YPMAWed 3/9/2022 12:46 PMEOR to Advise 2011/18/2021 Level 1 Metal pan stairs at Building DArsene NtwaliLow Break : Mix #: 4000DGRNA : Slump 5-9 air 0-3 Design Strength (psi): 4,000 @28 days : Lab Log No.: 17282 (3681)NPMAEOR 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 2112/21/2021locations 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 221/10/2022 Level 1, gridlines P.1-J.1/B.33Abdulwahab AbulgasemCMU 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 2311/8/2021 Level 2 Salb on metal deck at Building C: E/C4 Arsene NtwaliLow Break : Mix #: 4000DGRNA : Slump 5-9 air 0-3 Design Strength (psi): 4,000 @28 days : Lab Log No.: 16995NPMAEOR 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 2412/2/2021 Building C : F-G/C7-9 Arsene NtwaliLow Break : Mix #: 3000DNA : Slump 5-9 air 0-3 Design Strength (psi): 3,000 @28 days : Lab Log No.: 17226 (3735)NPMAEOR 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 251/19/20221-P/A.10 Low roof mediacenter 2-P/A.12 Lowroof mediacenter 3-A5/W Foundation planARoney NakhoulCohesion/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 takenY PMA 2/21/2022 Fireproofing material was given more time to dry, plus warmer weather during this dates testing resulted withthe above tests. Cohesion adhesion values exceed requirements by project specs . 2611/16/2021Building A : N/b20, A5/S Arsene Ntwali Grout, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17087 (3651) Y PMA1/19/2021Page 13 of UNIT MASONRY 04 2000-13 Notes: 28-day compressive strength indicated, but not less than 2000 psiEOR 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 2711/18/2021Building A :T.1/A7 Arsene Ntwali Grout, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17119 (3678) Y PMA1/19/2021Page 13 of UNIT MASONRY 04 2000-13 Notes: 28-day compressive strength indicated, but not less than 2000 psiEOR 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 2811/18/2021Building D: T.1/A7 Arsene Ntwali Concrete, low break: 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 01/13/2022 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 2911/22/2021Building A : T.1/A6 Arsene Ntwali Concrete, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17197 (3728) N PMAEOR 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 3012/27/2021Level 2, L-K.8/b21-b22 Eric Pitman Grout, low break: Design Strength (psi): 2,500 @28 days: Lab Log No.: 17890 (4010) N PMAEOR 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 03/27/2022Set 1 = psi Set 1 = psi 312/9/2022 Grade on Level 1 at Line M.5-Q, Row a18-Pass a30Enea MushiFloor Levelness measurement did not meet project spec requirements. 3.9 FINISHING FLOORS AND SLABSSpecified 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 gradeN PMA EOR to Advise 321/12/2022P.2-B.30 -B-32Bernard Connaughton Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17776 N PMAEOR 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 331/11/2022Gymnasium - East Elevation at Line P.2-M.3-b33Bernard Connaughton Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17775 N PMAEOR to Advise 7 day break 01/18/2022 Set 1 = 630 psiSet 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 psi90 day break 04/11/2022 Set 1 = psi 341/24/2022Gymnasium - at Line K/B33 Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17921 N PMAEOR to Advise 7 day break 01/31/2022 Set 1 = 1,390 psiSet 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 psiSet 1 = 2,100 psi 351/21/2022Gymnasium, Line J.7-b30-b31, J.7-b25-b29Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 17913 N PMAEOR to Advise 7 day break 01/28/2022 Set 1 = 1,270 psiSet 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 363/1/2022Bldg B section 5 and section 11Roney NakhoulMissing Bands:Banding missing in several locations at the exterior face; sheathing needs to be removed to fix in the 11section. 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 progressY PMA 3/9/2022Observed hex screws being installed for the bracing in bldg B 372/24/2022 P.1/b26-30 Arsene Ntwali Mortar low break: Design Strength (psi): 1,800 psi @ 28 days: Lab Log No.: 18046 (4052) N PMAEOR to Advise 7 day break 02/11/2022 Set 1 = 1,050 psiSet 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 Status: Work-in-ProgressLegend:Status: ClosedStatus: Open TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 03/14/2022 Client: PMA Consultants, LLC Date of Sampling: 02/14/2022 Lab Log No.: 18248 (4102) Reviewed by: Edmychael Colon, Lab Manager 03/14/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, 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 #: Spec Mix Supplier: CCRM Contractor: Lighthouse Set: 1 of 1 Truck #: N/A Design Strength (psi): 3,000 @28 days Ticket#: N/A Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: J.7/B29-31 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 55 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 22 >40 Air Content (%): N/A N/A Time Sampled: Aggregate Size (in): N/A N/A Batch Time: Time in Truck: <90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 02/23/2022 Technician that received: MN Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 02/21/2022 Getnet Beyene 3.47 3.56 5.78 12.35 38,990 3,160 psi B 28 03/14/2022 Luis Soto Soldevilla 3.49 3.53 6.21 12.32 49,517 4,020 psi C 28 03/14/2022 Luis Soto Soldevilla 3.47 3.50 6.09 12.15 53,419 4,400 psi D 28 03/14/2022 Luis Soto Soldevilla 3.62 3.53 6.12 12.78 53,272 4,170 psi MEETS DESIGN STRENGTH 28 Day Avg.:4200 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 6 Masonry Mortar Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Bernard Connaughton Report Date: 03/14/2022 Client: PMA Consultants, LLC Date of Sampling: 03/07/2022 Lab Log No.: 18540 (4226) Reviewed by: Edmychael Colon, Lab Manager 03/14/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, 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 #: Supplier: Contractor: Set: 1 of 1 Truck #: Design Strength (psi): 1,800 @28 days Ticket#: Sample Material/Shape: ASTM C780 A7.6 Compressive Testing of Masonry Mortar (2x4)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: Line B25-J-P.1 Gymnasium Level 1 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 55 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 53 >40 Air Content (%): N/A Time Sampled: 10:10 AM Aggregate Size (in): N/A Batch Time: 10:00 AM Time in Truck: 10 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/14/2022 Technician that received: MN Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 03/14/2022 Luis Soto Soldevilla 1.99 1.99 2.01 3.96 4,500 1,140 psi B 7 03/14/2022 Luis Soto Soldevilla 1.98 2.00 2.00 3.96 4,002 1,010 psi C 7 03/14/2022 Luis Soto Soldevilla 1.98 2.00 2.01 3.96 4,636 1,170 psi D 28 04/04/2022 E 28 04/04/2022 F 28 04/04/2022 7 Day Avg.:1110 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Bernard Connaughton Report Date: 03/14/2022 Client: PMA Consultants, LLC Date of Sampling: 03/07/2022 Lab Log No.: 18541 (4227) Reviewed by: Edmychael Colon, Lab Manager 03/14/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, 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 #: Spec Mix Supplier: CCRM Contractor: Lighthouse Set: 1 of 1 Truck #: N/A Design Strength (psi): 3,000 @28 days Ticket#: N/A Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: Line B25-J-P.1 Gymnasium Level 1 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 74 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 53 >40 Air Content (%): N/A N/A Time Sampled: Aggregate Size (in): N/A N/A Batch Time: Time in Truck: <90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 03/14/2022 Technician that received: MN Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 03/14/2022 Luis Soto Soldevilla 3.46 3.47 6.67 12.01 42,890 3,570 psi B 28 04/04/2022 C 28 04/04/2022 D 28 04/04/2022 7 Day Avg.:3570 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 6 Masonry Mortar Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 03/15/2022 Client: PMA Consultants, LLC Date of Sampling: 02/15/2022 Lab Log No.: 18210 (4103) Reviewed by: Edmychael Colon, Lab Manager 03/15/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, 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 #: Type S Supplier: Amerimix Contractor: Lighthouse Set: 1 of 1 Truck #: N/A Design Strength (psi): 1,800 @28 days Ticket#: N/A Sample Material/Shape: ASTM C780 A7.6 Compressive Testing of Masonry Mortar (2x2)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: P.1/b25-30 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 56 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 23 >40 Air Content (%): N/A N/A Time Sampled: Aggregate Size (in): N/A N/A Batch Time: Time in Truck: <90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 02/18/2022 Technician that received: MN Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 02/22/2022 Luis Soto Soldevilla 1.98 1.98 1.98 3.92 5,832 1,490 psi B 7 02/22/2022 Luis Soto Soldevilla 1.97 1.98 1.97 3.90 7,135 1,830 psi C 7 02/22/2022 Luis Soto Soldevilla 1.99 1.97 1.96 3.92 7,905 2,020 psi D 28 03/15/2022 Luis Soto Soldevilla 1.99 1.99 2.04 3.96 11,490 2,900 psi E 28 03/15/2022 Luis Soto Soldevilla 1.99 1.99 1.98 3.96 13,799 3,480 psi F 28 03/15/2022 Luis Soto Soldevilla 2.00 1.99 2.00 3.98 11,243 2,820 psi MEETS DESIGN STRENGTH 28 Day Avg.:3070 Remarks: Temp Air was below specified requirement. TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Bernard Connaughton Report Date: 03/15/2022 Client: PMA Consultants, LLC Date of Sampling: 03/08/2022 Lab Log No.: 18542 (4222-4225) Reviewed by: Edmychael Colon, Lab Manager 03/15/2022 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 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Contractor: Silverback Set: 1 of 4 Truck #: 58 Design Strength (psi): 3,000 @28 days Ticket#: 23470 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Line U-W-a1-a15.a6-a15-U-P. Auditorium. Location when sampled: W-a1 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 71 50-90 Slump or Spread (in.): 7.0 5.0-9.0 Unit Wt (#cu ft): 147.9 145 Air Temperature (ºF): 43 >40 Air Content (%): 2.1 0-3 Time Sampled: 7:50 AM Aggregate Size (in): 3/4 N/A Batch Time: 6:40 AM Time in Truck: 70 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/14/2022 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 03/15/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 36,796 2,930 psi Type 2 B 28 04/05/2022 4.00 8.00 12.57 Lab C 28 04/05/2022 4.00 8.00 12.57 Lab D 28 04/05/2022 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 7 Day Avg.:2,930 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Bernard Connaughton Report Date: 03/15/2022 Client: PMA Consultants, LLC Date of Sampling: 03/08/2022 Lab Log No.: 18542 (4222-4225) Reviewed by: Edmychael Colon, Lab Manager 03/15/2022 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. 2 of 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Contractor: Silverback Set: 2 of 4 Truck #: 55 Design Strength (psi): 3,000 @28 days Ticket#: 23472 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Line U-W-a1-a15.a6-a15-U-P. Auditorium. Location when sampled: V-a4 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 68 50-90 Slump or Spread (in.): 7.75 5.0-9.0 Unit Wt (#cu ft): 147.6 145 Air Temperature (ºF): 43 >40 Air Content (%): 1.8 0-3 Time Sampled: 8:20 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:00 AM Time in Truck: 80 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/14/2022 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 03/15/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 27,517 2,190 psi Type 5 B 28 04/05/2022 4.00 8.00 12.57 Lab C 28 04/05/2022 4.00 8.00 12.57 Lab D 28 04/05/2022 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 7 Day Avg.:2,190 psi Remarks: TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Bernard Connaughton Report Date: 03/15/2022 Client: PMA Consultants, LLC Date of Sampling: 03/08/2022 Lab Log No.: 18542 (4222-4225) Reviewed by: Edmychael Colon, Lab Manager 03/15/2022 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. 3 of 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Contractor: Silverback Set: 3 of 4 Truck #: 58 Design Strength (psi): 3,000 @28 days Ticket#: 33795 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Line U-W-a1-a15.a6-a15-U-P. Auditorium. Location when sampled: V.5-a9 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 72 50-90 Slump or Spread (in.): 7.5 5.0-9.0 Unit Wt (#cu ft): 148.0 145 Air Temperature (ºF): 43 >40 Air Content (%): 2.0 0-3 Time Sampled: 9:15 AM Aggregate Size (in): 3/4 N/A Batch Time: 8:15 AM Time in Truck: 60 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/14/2022 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 03/15/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 35,685 2,840 psi Type 2 B 28 04/05/2022 4.00 8.00 12.57 Lab C 28 04/05/2022 4.00 8.00 12.57 Lab D 28 04/05/2022 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 7 Day Avg.:2,840 psi Remarks: TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Bernard Connaughton Report Date: 03/15/2022 Client: PMA Consultants, LLC Date of Sampling: 03/08/2022 Lab Log No.: 18542 (4222-4225) Reviewed by: Edmychael Colon, Lab Manager 03/15/2022 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. 4 of 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Contractor: Silverback Set: 4 of 4 Truck #: 67 Design Strength (psi): 3,000 @28 days Ticket#: 33798 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Line U-W-a1-a15.a6-a15-U-P. Auditorium. Location when sampled: S.2-a7 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 74 50-90 Slump or Spread (in.): 7.75 5.0-9.0 Unit Wt (#cu ft): 147.8 145 Air Temperature (ºF): 43 >40 Air Content (%): 2.1 0-3 Time Sampled: 10:00 AM Aggregate Size (in): 3/4 N/A Batch Time: 9:05 AM Time in Truck: 55 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 03/14/2022 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 03/15/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 35,623 2,830 psi Type 2 B 28 04/05/2022 4.00 8.00 12.57 Lab C 28 04/05/2022 4.00 8.00 12.57 Lab D 28 04/05/2022 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 7 Day Avg.:2,830 psi Remarks: TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 03/16/2022 Client: PMA Consultants, LLC Date of Sampling: 02/16/2022 Lab Log No.: 18249 (4104) Reviewed by: Edmychael Colon, Lab Manager 03/16/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, 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 #: Spec Mix Supplier: CCRM Contractor: Lighthouse Set: 1 of 1 Truck #: N/A Design Strength (psi): 3,000 @28 days Ticket#: N/A Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: P.1/B25-B29 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 57 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 22 >40 Air Content (%): N/A N/A Time Sampled: Aggregate Size (in): N/A N/A Batch Time: Time in Truck: <90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 02/23/2022 Technician that received: MN Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 02/23/2022 Getnet Beyene 3.40 3.51 6.19 11.93 38,595 3,230 psi B 28 03/16/2022 Luis Soto Soldevilla 3.48 3.36 6.25 11.69 57,406 4,910 psi C 28 03/16/2022 Luis Soto Soldevilla 3.55 3.60 6.24 12.78 51,372 4,020 psi D 28 03/16/2022 Luis Soto Soldevilla 3.51 3.37 6.24 11.83 52,269 4,420 psi MEETS DESIGN STRENGTH 28 Day Avg.:4450 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERINGNatick Lab: 12 Tech Circle, Natick, MA 01760 Field Number: 6 Masonry Mortar Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Bernard Connaughton Report Date: 03/18/2022 Client: PMA Consultants, LLC Date of Sampling: 01/21/2022 Lab Log No.: 17913 Reviewed by: Edmychael Colon, Lab Manager 03/18/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, 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 #: Type S Supplier: Amerimix Contractor: Lighthouse Set: 1 of 1 Truck #: N/A Design Strength (psi): 1,800 @28 days Ticket#: N/A Sample Material/Shape: ASTM C780 A7.6 Compressive Testing of Masonry Mortar (2x4)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: Gymnasium, Line J.7-b30-b31, J.7-b25-b29 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 56 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 26 >40 Air Content (%): N/A N/A Time Sampled: 9:45 AM Aggregate Size (in): N/A N/A Batch Time: 9:30 AM Time in Truck: 15 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 01/28/2022 Technician that received: JK Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 01/28/2022 Max Nabulsi 1.98 1.99 1.97 3.94 5,002 1,270 psi B 7 01/28/2022 Max Nabulsi 1.98 1.98 1.96 3.92 5,113 1,300 psi C 7 01/28/2022 Max Nabulsi 1.98 1.98 1.96 3.92 5,500 1,400 psi D 28 02/18/2022 James Descoteaux 1.97 1.98 2.00 3.90 6,352 1,630 psi E 56 03/18/2022 Max Nabulsi 1.99 2.00 1.98 3.98 7,808 1,960 psi F 56 03/18/2022 Max Nabulsi 1.98 1.98 1.97 3.92 8,046 2,050 psi FAILS TO MEET DESIGN STRENGTH 56 Day Avg.:2010 Remarks: Temp Air was below specified requirement.