The URL can be used to link to this page

Home My WebLink AboutJ5951 Dennis Yarmouth Middle School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roject No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Concrete Placement and Sampling Pg. 1 of 1 September 27, 2021 Time In: 07:00 Time Out: 09:00 Weather: Sunny Temperature: 74°F Permit No. : Plans Dated: 05/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. 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 09-27-2021 Date Enea Mushi Project Manager 10-05-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of and performed sampling of concrete for Level 1, wall(s) at Q-P.7/a18, a18-24/W (mix no. 5000D, design strength of 5000 psi at 28 days, specified slump from 5 to 8 in., specified air content from 4% to 7%, and 22 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Pump truck. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 6.5 69 75 6.7 143.7 68 N.4/b5 5 7:23 AM 8:13 AM Marguerite 3189 4 5 Total Additional Notes: Wall: Q-P.7/a18, a18-24/W. (Sheet R010)rnFooting: P/b6 (Sheet R001)rnPiers: P/b9,12; N.4/b4, b5, b7, b9, b12, b13 Referenced Details: Mix Design 5000D-3/4 Design Concrete TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali September 27, 2021 Time In: 09:00 Time Out: 15:00 Weather: Sunny Temperature: 74°F Permit No. : Plans Dated: 03/26/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. 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 09-27-2021 Date Enea Mushi Project Manager 10-08-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Sheep‘s foot, Dozer. No samples taken. Density Std (DS): 2583 Moisture Std (MS): 472 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: 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: Sheep‘s foot Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Crushed concrete 1 S797 128.2 7.8 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 L.9/b2 6 -5 TOP 1 121.8 6.3 95 Pass 2 L.9/b2 6 -4 TOP 1 121.4 6.6 95 Pass 3 L.9/b2 6 -3 TOP 1 122.7 6.8 96 Pass TESTING INSPECTION ENGINEERING FIELD ULTRASONIC TESTING REPORT FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: G-2732.18 Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Blake Mullens Subcontractor: Stellar Steel Erectors September 27, 2021 Time In: 07:00 Time Out: 12:00 Weather: Sunny Temperature: 75°F Permit No. : Conformance: Work observed was, to the best of my knowledge, in conformance with Approved plans dated: 05/21/2021 and the applicable standards of workmanship, per sheet(s)/detail(s) AWS D1.1 Limitation: 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. Inspector Signature 09-27-2021 Date Project Manager 09-29-2021 Date 12 Tech Circle Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax | 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office | 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office | 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office Reported to Nicholas Hull with PMA at Jobsite. Inspection is: FINAL. Equipment/Brand:: StressTel / FlawMike Model #: 37550 Serial #: X9707Ga Transducer/Brand: Tru-Sonic Scan Level: +14db Size: 0.625X0.750 Frequency: 2.25MHz Angle: 45deg / 70deg Reference Level: 85 Floor/Level Member Type Location Weld Type Acc. Qty Rej. Qty Repair RemarksAcc Qty Rej. Qty Rej. Date 2 CJP A/d23 V-Groove 4 0 N/A N/A N/A Moment Roof CJP A/d23 V-Groove 4 0 N/A N/A N/A Moment Roof CJP A/d25 V-Groove 2 0 N/A N/A N/A Moment Roof CJP D/d20 V-Groove 2 0 N/A N/A N/A Moment Roof CJP D/d22 V-Groove 4 0 N/A N/A N/A Moment Roof CJP D/d24 V-Groove 2 0 N/A N/A N/A Moment c See attached UT Rejection report for rejectable indications noted above. Additional Notes: Performed visual inspection of decking including fasteners of Second Floor Framing (Area - D). Decking within this area acceptable per standards. Performed visual inspection of anchor bolts at Ground Level (Area - D). Anchor bolts tight and acceptable per standards. Anchor bolt plate washers still require weldments. Performed visual inspection of bottom weldments at Brace Frames at Roof Framing Located at Lines d2, d5, d8. Weldments within this area acceptable per standards. Referenced Details: E-1, E-2, E-3, E-4 TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Concrete Placement and Sampling Pg. 1 of 1 September 28, 2021 Time In: 07:00 Time Out: 09:00 Weather: Sunny Temperature: 73°F Permit No. : Plans Dated: 05/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. 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 09-28-2021 Date Enea Mushi Project Manager 10-05-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of and performed sampling of concrete for Level 1, footings at a8-15/W, W-V/a15 (mix no. 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5%, and 11 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Concrete truck. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 6 71 73 6.3 144.4 73 W/a8 5 6:50 AM 7:40 AM Marguerite 3190 8 5 Total Referenced Details: Mix Design 3500D-3/4 Design Concrete TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali September 28, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 73°F Permit No. : Plans Dated: 03/26/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. 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 09-28-2021 Date Enea Mushi Project Manager 10-08-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Sheep‘s foot, Dozer. No samples taken. Density Std (DS): 2586 Moisture Std (MS): 472 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: Building B and A Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep‘s foot Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Crushed concrete 1 S797 128.2 7.8 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 L/b20 6 -1 TOW 1 122.2 6.7 95 Pass 2 L/18 6 -1 TOW 1 122.8 6.1 96 Pass 3 M.5/a20 6 -1 TOW 1 123.4 6.0 96 Pass TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali September 29, 2021 Time In: 07:00 Time Out: 15:00 Weather: Partly Cloudy Temperature: 71°F Permit No. : Plans Dated: 03/26/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. 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 09-29-2021 Date Enea Mushi Project Manager 10-08-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Sheep‘s foot, Dozer. No samples taken. Density Std (DS): 2499 Moisture Std (MS): 475 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: Building B and A Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep‘s foot Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Crushed concrete 1 S797 128.2 7.8 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 P.7/a19 6 -1 TOW 1 122.8 6.3 96 Pass 2 P.7/b21 6 -1 TOW 1 122.5 6.8 96 Pass 3 M.5/a29 6 -1 TOW 1 123.2 6.5 96 Pass TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Reinforcing Steel Placement Pg. 1 of 1 September 29, 2021 Time In: 11:00 Time Out: 12:00 Weather: Partly Cloudy Temperature: 71°F Permit No. : Plans Dated: 06/18/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. 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 09-29-2021 Date Enea Mushi Project Manager 10-05-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 wall(s) at Building B and A. Work complete. Reference detail R012. Foundation: U-S.1/b13; S.8, S.5, S1/a14, S.5/a10. Wall: auditorium seating a6-11/T.8, U-R/a8, a6-8/P, a8-a11. Reinforcing Steel and Anchor Bolts YN YN Rebar Installed Per Approved Details b General Notes And Typical Details Reviewed b Rebar The Proper Size b Rebar The Proper Type/grade b Rebar Spacing Acceptable b Min Clearances Achieved Around Rebar b Min Lap Splice Lengths Achieved b Additional Required Rebar Has Been Placed b Rebar Testing Complete And Passed If Required b TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Bernard Connaughton Inspection Type: Concrete Placement and Sampling Pg. 1 of 1 September 30, 2021 Time In: 07:00 Break: 11:00-11:30 Time Out: 15:30 Weather: Partly Cloudy Temperature: 60°F Permit No. : Inspection Request no. : 16381 Plans Dated: 05/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. 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 09-30-2021 Date Enea Mushi Project Manager 10-05-2021 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 and performed sampling of concrete for Level 1, 8"" wall(s) at Auditorium Stage Walls,A-6-S,Footings B-14-S.1-B.14-T.2, Isolated Footings B-11-S1,B-11- S5,B-10-S8. (mix no. 3500D, design strength of 3500 psi at 28 days, specified slump from 4.0 to 6.0 in., specified air content from 4.5% to 7.5%, and 62 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Point of Placement. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 5.75 70 60 5.6 145.6 57 A.7-T.2 Wall 5 10:40 AM 11:50 AM Marguerite 1702 20 2 6.0 72 60 5.5 145.2 59 B14-S.1 Footing 5 12:40 PM 1:15 PM Marguerite 3195 2 10 Total Referenced Details: 3500D Design Mix 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: Cafetorium area Subcontractor: Robert B Our Inc Pg. 1 of 1 September 30, 2021 Time In: 07:00 Break: 11:00-11:30 Time Out: 15:30 Weather: Partly Cloudy Temperature: 60°F Permit No. : Inspection Request no. : 16381 Plans Dated: 06/07/2021 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 09-30-2021 Date Enea Mushi Project Manager 10-05-2021 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 Mitch Miller with PMA at the jobsite. Performed soils compaction testing and observation of earthwork activities. Equipment used was Ammann Plate Compactor,Sheep foot Roller, Cat304EZCR Mini Excavator, Rakes and Shovels. No samples taken. Density Std (DS): 2544 Moisture Std (MS): 450 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: Cafetorium Nuclear Gauge: Humboldt H 4600 5001EZ 4600 calibration expiration date 01/28/2021 Soils Report Dated: 06/07/2021 Results Reported to: Mitch Miller Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Structural Fill A 15408 130.7 7.9 Test# Test Location Probe Depth (in)Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 B.12 -M 10" -24"T.O.W A 125.6 7.3 96 Pass 2 B.9 -L 10" -24"T.O.W A 124.8 7.1 95 Pass 3 B.10 -J 10" -24"T.O.W A 124.8 7.0 95 Pass 4 B.8 -G 10" -24"T.O.W A 125.2 7.5 96 Pass 5 B.12 -M 10" -12"T.O.W A 125.6 7.0 96 Pass 6 B.10 - K 10" -12"T.O.W A 124.8 7.2 95 Pass 7 B.8- J 10" -12"T.O.W A 125.4 7.8 96 Pass Additional Notes: Material was placed in approximately 12" lifts. Abbreviation T.O.W is Top of Wall. Referenced Details: Lab Log # 15408 TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Concrete Placement and Sampling Pg. 1 of 1 October 1, 2021 Time In: 07:00 Time Out: 09:00 Weather: Sunny Temperature: 70°F Permit No. : Plans Dated: 05/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. 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 10-01-2021 Date Enea Mushi Project Manager 10-05-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of and performed sampling of concrete for Level 1, wall(s) at W/a8-15, a15/W-V (mix no. 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5%, and 11 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Concrete truck. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 5 69 71 5.2 143.6 55 W/a15 5 8:52 AM 9:30 AM Marguerite 2197 5 5 Total Referenced Details: Mix Design 3500D-3/4 Design Concrete TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali October 1, 2021 Time In: 10:00 Time Out: 15:00 Weather: Sunny Temperature: 70°F Permit No. : Plans Dated: 03/26/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. 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 10-01-2021 Date Enea Mushi Project Manager 10-08-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Sheep‘s foot, Dozer. No samples taken. Density Std (DS): 2494 Moisture Std (MS): 477 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: 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: Sheep‘s foot Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Crushed concrete 1 S797 128.2 7.8 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.9/b4 6 -3 TOW 1 122.1 6.4 95 Pass 2 N.9/b6 6 -2 TOW 1 123.2 6.2 96 Pass 3 N.9/b9 6 -1 TOW 1 123.6 6.0 96 Pass TESTING INSPECTION ENGINEERING FIELD ULTRASONIC TESTING REPORT FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: G-2732.18 Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Blake Mullens Subcontractor: Stellar Steel Erectors October 1, 2021 Time In: 11:30 Time Out: 17:30 Weather: Sunny Temperature: 75°F Permit No. : 12 Tech Circle Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax | 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office | 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office | 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office Reported to Nicholas Hull with PMA at Jobsite. Inspection is: FINAL. Equipment/Brand:: StressTel / FlawMike Model #: 37550 Serial #: X9707Ga Transducer/Brand: Tru-Sonic Scan Level: +14db Size: 0.625X0.750 Frequency: 2.25MHz Angle: 45deg / 70deg Reference Level: 85 Floor/Level Member Type Location Weld Type Acc. Qty Rej. Qty Repair RemarksAcc Qty Rej. Qty Rej. Date 2 CJP D.1/II V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP D.5/II V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP D.1/C116 V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP D.3/C116 V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP D.7/C116 V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP E/c2 V-Groove 2 0 N/A N/A N/A Top and Bottom Moment 2 CJP E/c4 V-Groove 4 0 N/A N/A N/A Top and Bottom Moment 2 CJP E/c16 V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP E/c18 V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP E/c20 V-Groove 2 0 N/A N/A N/A Bottom Moment 2 CJP E/c22 V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP H/c1 V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP H/c3 V-Groove 2 0 N/A N/A N/A Bottom Moment 2 CJP H/c5 V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP H/c9 V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP H/c11 V-Groove 2 0 N/A N/A N/A Bottom Moment 2 CJP H/c13 V-Groove 1 0 N/A N/A N/A Bottom Moment c See attached UT Rejection report for rejectable indications noted above. Additional Notes: Performed visual inspection of lower welds at wind braces locations at area - d. Performed visual inspection of weldments at plate washer welds at anchor bolt locations in area - d. Weldments within this area acceptable per standards. Performed visual inspection of studs on decking at area -d. Performed 15degree bend test on 20 studs with 0 failures. Studs within this area acceptable per standards. Referenced Details: S-1.23C, E-1, E-2, E-3, E-4 TESTING INSPECTION ENGINEERING FIELD ULTRASONIC TESTING REPORT FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: G-2732.18 Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Blake Mullens Subcontractor: Stellar Steel Erectors October 1, 2021 Time In: 11:30 Time Out: 17:30 Weather: Sunny Temperature: 75°F Permit No. : Conformance: Work observed was, to the best of my knowledge, in conformance with Approved plans dated: 05/21/2021 and the applicable standards of workmanship, per sheet(s)/detail(s) AWS D1.1 Limitation: 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. Inspector Signature 10-01-2021 Date Project Manager 10-05-2021 Date 12 Tech Circle Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax | 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office | 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office | 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office 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%NMargueriteEOR 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)NMargueriteEOR 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%NMargueriteEOR 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%NMargueriteEOR 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%NMargueriteEOR 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%NMargueriteEOR 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%NMargueriteEOR 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%NMargueriteEOR 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 = psi9 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%NMargueriteEOR 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 = psi Set 1 = 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)NMargueriteEOR 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 = psi Set 1 = psi Set 1 = psi11 9/4/2021 Level 1 Footing: M.5/b17Arsene 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)NMargueriteEOR 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 = psi Set 1 = psiStatus: Work-in-ProgressLegend:Status: ClosedStatus: Open TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/28/2021 Client: PMA Date of Sampling: 07/30/2021 Lab Log No.: 15564 (2802-2803) Reviewed by: CJ Martens 09/28/2021 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 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 2 Truck #: 52 Design Strength (psi): 3,500 @28 days Ticket#: 31234 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at Building C Location when sampled: D.3/c116 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 144.0 140-150 Air Temperature (ºF): 72 >40 Air Content (%): 6.2 4.5-7.5 Time Sampled: 10:45 AM Aggregate Size (in): 3/4 N/A Batch Time: 9:50 AM Time in Truck: 55 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/04/2021 Technician that received: Max Nabulsi Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/06/2021 Charles Martens 4.00 8.00 12.57 Lab 29,320 2,330 psi Type 3 B 28 08/27/2021 James Descoteaux 4.00 8.00 12.57 Lab 38,617 3,070 psi Type 2 C 28 08/27/2021 James Descoteaux 4.00 8.00 12.57 Lab 41,875 3,330 psi Type 2 D 28 08/27/2021 James Descoteaux 4.00 8.00 12.57 Lab 43,066 3,430 psi Type 3 E 56 09/24/2021 Henry Soares 4.00 8.00 12.57 Lab 46,775 3,720 psi Type 2 FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:3,280 psi Remarks: Test A samples tested at Allied Testing Laboratories, Inc, CTL #207-018. Low 28-Day Average compressive strength. Specimen E exceeded the design requirement TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/28/2021 Client: PMA Date of Sampling: 07/30/2021 Lab Log No.: 15564 (2802-2803) Reviewed by: CJ Martens 09/28/2021 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. 2 of 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 2 of 2 Truck #: 53 Design Strength (psi): 3,500 @28 days Ticket#: 31238 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at Building C Location when sampled: c5/H Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 144.5 140-150 Air Temperature (ºF): 72 >40 Air Content (%): 5.7 4.5-7.5 Time Sampled: 1:30 PM Aggregate Size (in): 3/4 N/A Batch Time: 12:19 PM Time in Truck: 71 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/04/2021 Technician that received: Max Nabulsi Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/06/2021 Charles Martens 4.00 8.00 12.57 Lab 31,480 2,500 psi Type 3 B 28 08/27/2021 James Descoteaux 4.00 8.00 12.57 Lab 41,853 3,330 psi Type 2 C 28 08/27/2021 James Descoteaux 4.00 8.00 12.57 Lab 44,200 3,520 psi Type 2 D 28 08/27/2021 James Descoteaux 4.00 8.00 12.57 Lab 45,017 3,580 psi Type 2 E 56 09/24/2021 Henry Soares 4.00 8.00 12.57 Lab 46,168 3,670 psi Type 2 FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:3,480 psi Remarks: Test A samples tested at Allied Testing Laboratories, Inc, CTL #207-018. Low 28-Day Average compressive strength. Specimen E exceeded the design requirement TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/28/2021 Client: PMA Date of Sampling: 08/27/2021 Lab Log No.: 15922 (3058-3059) Reviewed by: CJ Martens 09/28/2021 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 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 2 Truck #: 53 Design Strength (psi): 3,500 @28 days Ticket#: 31557 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at Wall: B23/H.8-K, b15-23/K, H.8-K/b15, b26-33/S.1 Foundation: b.3-b.1/K, K-S/a2, arch Location when sampled: P.4/b32 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.7 140-150 Air Temperature (ºF): 84 >40 Air Content (%): 5.5 4.5-7.5 Time Sampled: 7:50 AM Aggregate Size (in): 3/4 N/A Batch Time: 6:53 AM Time in Truck: 57 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/30/2021 Technician that received: James Descoteaux Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/03/2021 Henry Soares 4.00 8.00 12.57 Lab 35,867 2,850 psi Type 2 B 28 09/24/2021 Henry Soares 4.00 8.00 12.57 Lab 48,825 3,880 psi Type 2 C 28 09/24/2021 Henry Soares 4.00 8.00 12.57 Lab 49,572 3,940 psi Type 2 D 28 09/24/2021 Henry Soares 4.00 8.00 12.57 Lab 49,508 3,940 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:3,920 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/28/2021 Client: PMA Date of Sampling: 08/27/2021 Lab Log No.: 15922 (3058-3059) Reviewed by: CJ Martens 09/28/2021 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. 2 of 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Ready Mix Contractor: Marguerite Set: 2 of 2 Truck #: 53 Design Strength (psi): 3,500 @28 days Ticket#: 31563 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at Wall: B23/H.8-K, b15-23/K, H.8-K/b15, b26-33/S.1 Foundation: b.3-b.1/K, K-S/a2, arch Location when sampled: K/b2 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 72 50-90 Slump or Spread (in.): 5.0 4-6 Unit Wt (#cu ft): 144.3 140-150 Air Temperature (ºF): 84 >40 Air Content (%): 5.7 4.5-7.5 Time Sampled: 9:50 AM Aggregate Size (in): 3/4 N/A Batch Time: 9:09 AM Time in Truck: 41 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/30/2021 Technician that received: James Descoteaux Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/03/2021 Henry Soares 4.00 8.00 12.57 Lab 36,878 2,930 psi Type 2 B 28 09/24/2021 Henry Soares 4.00 8.00 12.57 Lab 51,216 4,070 psi Type 2 C 28 09/24/2021 Henry Soares 4.00 8.00 12.57 Lab 53,446 4,250 psi Type 2 D 28 09/24/2021 Henry Soares 4.00 8.00 12.57 Lab 51,176 4,070 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:4,130 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/29/2021 Client: PMA Date of Sampling: 08/03/2021 Lab Log No.: 15623 (2814-2815) Reviewed by: CJ Martens 09/29/2021 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 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 2 Truck #: 73 Design Strength (psi): 3,500 @56 days Ticket#: 31260 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at Building C and D Location when sampled: Elevator Pit Foundation Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 144.3 140-150 Air Temperature (ºF): 77 >40 Air Content (%): 6.6 4.5-7.5 Time Sampled: 7:40 AM Aggregate Size (in): 3/4 N/A Batch Time: 6:53 AM Time in Truck: 47 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/04/2021 Technician that received: John Lydstone Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/10/2021 CM/ATL 4.00 8.00 12.57 Lab 32,830 2,610 psi Type 4 B 28 08/31/2021 Henry Soares 4.00 8.00 12.57 Lab 39,850 3,170 psi Type 2 C 56 09/28/2021 Henry Soares 4.00 8.00 12.57 Lab 46,521 3,700 psi Type 5 D 56 09/28/2021 Henry Soares 4.00 8.00 12.57 Lab 43,867 3,490 psi Type 2 E 56 09/28/2021 Henry Soares 4.00 8.00 12.57 Lab 41,892 3,330 psi Type 5 MEETS DESIGN STRENGTH 56 Day Avg.:3,510 psi Remarks: Test A samples tested at Allied Testing Laboratory, Inc, CTL# 207-018. Low 28-Day Indication Compression Test Result. Specimen F will be held for 56-Days. TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/29/2021 Client: PMA Date of Sampling: 08/03/2021 Lab Log No.: 15623 (2814-2815) Reviewed by: CJ Martens 09/29/2021 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. 2 of 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 2 of 2 Truck #: 59 Design Strength (psi): 3,500 @28 days Ticket#: 31264 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at Building C and D Location when sampled: c22/H Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.7 140-150 Air Temperature (ºF): 77 >40 Air Content (%): 6.2 4.5-8 Time Sampled: 10:30 AM Aggregate Size (in): 3/4 N/A Batch Time: 9:24 AM Time in Truck: 66 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/04/2021 Technician that received: John Lydstone Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/10/2021 CM/ATL 4.00 8.00 12.57 Lab 37,310 2,970 psi Type 4 B 28 08/31/2021 Henry Soares 4.00 8.00 12.57 Lab 50,930 4,050 psi Type 5 C 28 08/31/2021 Henry Soares 4.00 8.00 12.57 Lab 50,881 4,050 psi Type 5 D 28 08/31/2021 Henry Soares 4.00 8.00 12.57 Lab 48,854 3,890 psi Type 5 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:4,000 psi Remarks: Test A samples tested at Allied Testing Laboratory, Inc, CTL# 207-018 TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 10/01/2021 Client: PMA Date of Sampling: 09/01/2021 Lab Log No.: 16008 (3099-3100) Reviewed by: CJ Martens 10/01/2021 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 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 2 Truck #: 52 Design Strength (psi): 3,500 @28 days Ticket#: 169841 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at Wall: b3-12.3/K, H-K/b15 Footings: a6/U, auditorium seatings Location when sampled: K/b3 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.5 4-6 Unit Wt (#cu ft): 144.1 143.1 Air Temperature (ºF): 73 >40 Air Content (%): 6.2 4.5-7.5 Time Sampled: 10:12 AM Aggregate Size (in): 3/4 3/4 Batch Time: 9:33 AM Time in Truck: 39 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/02/2021 Technician that received: James Descoteaux Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/08/2021 Henry Soares 4.00 8.00 12.57 Lab 40,750 3,240 psi Type 5 B 28 09/29/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 56,153 4,470 psi Type 2 C 28 09/29/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 54,502 4,340 psi Type 2 D 28 09/29/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 52,344 4,160 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:4,320 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 10/01/2021 Client: PMA Date of Sampling: 09/01/2021 Lab Log No.: 16008 (3099-3100) Reviewed by: CJ Martens 10/01/2021 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. 2 of 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Ready Mix Contractor: Marguerite Set: 2 of 2 Truck #: 55 Design Strength (psi): 3,500 @28 days Ticket#: 21730 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at Wall: b3-12.3/K, H-K/b15 Footings: a6/U, auditorium seatings Location when sampled: U/a6 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.6 143.1 Air Temperature (ºF): 73 >40 Air Content (%): 5.9 4.5-7.5 Time Sampled: 11:10 AM Aggregate Size (in): 3/4 3/4 Batch Time: 10:26 AM Time in Truck: 44 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/02/2021 Technician that received: James Descoeaux Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/08/2021 Henry Soares 4.00 8.00 12.57 Lab 36,802 2,930 psi Type 5 B 28 09/29/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 53,217 4,230 psi Type 2 C 28 09/29/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 52,155 4,150 psi Type 2 D 28 09/29/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 50,910 4,050 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:4,140 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory 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: 10/01/2021 Client: PMA Date of Sampling: 09/10/2021 Lab Log No.: 16133 (3176) Reviewed by: CJ Martens 10/01/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 72 Design Strength (psi): 3,500 @28 days Ticket#: 31692 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at a2/T-K, b2/M.9,L.9,K.8 Location when sampled: L.9/b2 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 71 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 144.5 143.1 Air Temperature (ºF): 74 >40 Air Content (%): 6.1 4.5-7.5 Time Sampled: 7:21 AM Aggregate Size (in): 3/4 3/4 Batch Time: 6:57 AM Time in Truck: 24 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/15/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/17/2021 Henry Soares 4.00 8.00 12.57 Lab 29,264 2,330 psi Type 5 B 28 10/08/2021 4.00 8.00 12.57 Lab C 28 10/08/2021 4.00 8.00 12.57 Lab D 28 10/08/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 10/01/2021 Client: PMA Date of Sampling: 09/14/2021 Lab Log No.: 16160 (3183) Reviewed by: CJ Martens 10/01/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 73 Design Strength (psi): 3,500 @28 days Ticket#: 31739 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at P.7/a24, a27, a29// Q/a24-b26 Location when sampled: P.7/a27 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 72 50-90 Slump or Spread (in.): 5.25 4-6 Unit Wt (#cu ft): 144.5 143.1 Air Temperature (ºF): 76 >40 Air Content (%): 5.2 4.5-7.5 Time Sampled: 7:21 AM Aggregate Size (in): 3/4 3/4 Batch Time: 6:57 AM Time in Truck: 24 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/15/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/21/2021 Henry Soares 4.00 8.00 12.57 Lab 35,258 2,800 psi Type 5 B 28 10/12/2021 4.00 8.00 12.57 Lab C 28 10/12/2021 4.00 8.00 12.57 Lab D 28 10/12/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 10/01/2021 Client: PMA Date of Sampling: 09/15/2021 Lab Log No.: 16171 (3199) Reviewed by: CJ Martens 10/01/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 73 Design Strength (psi): 3,500 @28 days Ticket#: 31758 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at Elevator pit (Area B part A), N.4-L/a1, L/b21, [N.4/a23, a22, a26, a28, a30], (b2/M. Location when sampled: Elevator Pit Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.2 143.1 Air Temperature (ºF): 75 >40 Air Content (%): 5.7 4.5-7.5 Time Sampled: 7:34 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:03 AM Time in Truck: 31 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/17/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/22/2021 Joe Francisco 4.00 8.00 12.57 Lab 42,823 3,410 psi Type 3 B 28 10/13/2021 4.00 8.00 12.57 Lab C 28 10/13/2021 4.00 8.00 12.57 Lab D 28 10/13/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 10/01/2021 Client: PMA Date of Sampling: 09/17/2021 Lab Log No.: 16199 (3216) Reviewed by: CJ Martens 10/01/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 68 Design Strength (psi): 3,500 @28 days Ticket#: 31783 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at a24,27, 29/P.7; a24-b26/Q Location when sampled: Q/a24 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 68 50-90 Slump or Spread (in.): 4.0 4-6 Unit Wt (#cu ft): 144.5 143.1 Air Temperature (ºF): 75 >40 Air Content (%): 4.8 4.5-7.5 Time Sampled: 7:53 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:20 AM Time in Truck: 33 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/21/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/24/2021 Henry Soares 4.00 8.00 12.57 Lab 37,696 3,000 psi Type 2 B 28 10/15/2021 4.00 8.00 12.57 Lab C 28 10/15/2021 4.00 8.00 12.57 Lab D 28 10/15/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 10/01/2021 Client: PMA Date of Sampling: 09/23/2021 Lab Log No.: 16289 (3265) Reviewed by: CJ Martens 10/01/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 72 Design Strength (psi): 3,500 @28 days Ticket#: 31860 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at Building A and B Location when sampled: P/a6 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.8 143.1 Air Temperature (ºF): 75 >40 Air Content (%): 5.9 4.5-7.5 Time Sampled: 9:30 AM Aggregate Size (in): 3/4 N/A Batch Time: 8:43 AM Time in Truck: 47 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/24/2021 Technician that received: Max Nabulsi Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/30/2021 Henry Soares 4.00 8.00 12.57 Lab 31,961 2,540 psi Type 5 B 28 10/21/2021 4.00 8.00 12.57 Lab C 28 10/21/2021 4.00 8.00 12.57 Lab D 28 10/21/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 6 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 10/04/2021 Client: PMA Date of Sampling: 09/23/2021 Lab Log No.: 16288 (3264) Reviewed by: CJ Martens 10/04/2021 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 #: 5000D Supplier: Cape Cod Ready Mix Contractor: Marguerite Set: 1 of 1 Truck #: 72 Design Strength (psi): 5,000 @28 days Ticket#: 31854 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at Building A and B Location when sampled: P7/a18 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 8.0 5-8 Unit Wt (#cu ft): 143.6 143.4 Air Temperature (ºF): 72 >40 Air Content (%): 6.1 4-7 Time Sampled: 7:39 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:17 AM Time in Truck: 22 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/24/2021 Technician that received: Max Nabulsi Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 3 09/26/2021 Max Nabulsi 4.00 8.00 12.57 Lab 34,951 2,780 psi Type 2 B 7 09/30/2021 Henry Soares 4.00 8.00 12.57 Lab 44,144 3,510 psi Type 5 C 28 10/21/2021 4.00 8.00 12.57 Lab D 28 10/21/2021 4.00 8.00 12.57 Lab E 28 10/21/2021 4.00 8.00 12.57 Lab F H H 4.00 8.00 12.57 Lab Remarks: Received Sample Condition: Acceptable and/or Satisfactory 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: 10/04/2021 Client: PMA Date of Sampling: 09/03/2021 Lab Log No.: 16067 (3123) Reviewed by: CJ Martens 10/04/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 62 Design Strength (psi): 3,500 @28 days Ticket#: 21747 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at Wall: T-W/a1, a1-8/W Spread footings: V/a4, U/a5, a6/V, a5/V.5, V and V.5/a8 Location when sampled: U/a5 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.7 143.1 Air Temperature (ºF): 82 >40 Air Content (%): 6.1 4.5-7.5 Time Sampled: 7:47 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:07 AM Time in Truck: 40 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/08/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/10/2021 Henry Soares 4.00 8.00 12.57 Lab 25,815 2,050 psi Type 5 B 28 10/01/2021 Henry Soares 4.00 8.00 12.57 Lab 39,020 3,100 psi Type 2 C 56 10/29/2021 4.00 8.00 12.57 Lab D 56 10/29/2021 4.00 8.00 12.57 Lab E 56 10/29/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH Remarks: Received Sample Condition: Acceptable and/or Satisfactory; Low 7 & 28-Day Indication test results. Specimens C-E will be held for 56-Days. 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: 10/07/2021 Client: PMA Date of Sampling: 09/07/2021 Lab Log No.: 16080 (3124) Reviewed by: CJ Martens 10/07/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 58 Design Strength (psi): 3,500 @28 days Ticket#: 21756 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at L/b15-20, M.5/b17-21 Location when sampled: L/b15 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 5.25 4-6 Unit Wt (#cu ft): 144.3 143.3 Air Temperature (ºF): 75 >40 Air Content (%): 6.0 4.5-7.5 Time Sampled: 7:55 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:22 AM Time in Truck: 33 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/10/2021 Technician that received: Max Nabulsi Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/14/2021 Henry Soares 4.00 8.00 12.57 Lab 34,457 2,740 psi Type 2 B 28 10/05/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 48,106 3,830 psi Type 2 C 28 10/05/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 48,699 3,870 psi Type 2 D 28 10/05/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 48,372 3,850 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:3,850 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory 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: 10/07/2021 Client: PMA Date of Sampling: 09/09/2021 Lab Log No.: 16132 (3175) Reviewed by: CJ Martens 10/07/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 58 Design Strength (psi): 3,500 @28 days Ticket#: 21775 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at L/b15-20, M.5/b17-21, N.5/a23-30 Location when sampled: M.5/b17 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 68 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.9 143.3 Air Temperature (ºF): 74 >40 Air Content (%): 5.7 4.5-7.5 Time Sampled: 7:43 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:04 AM Time in Truck: 39 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/15/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/16/2021 Henry Soares 4.00 8.00 12.57 Lab 30,168 2,400 psi Type 5 B 28 10/07/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 43,884 3,490 psi Type 2 C 28 10/07/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 43,804 3,480 psi Type 3 D 56 11/04/2021 4.00 8.00 12.57 Lab E 56 11/04/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:3,490 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day Indications Compression Test Results. Specimens D & E to be tested at 56-Days.