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Home My WebLink AboutJ5951-9 Dennis Yarmouth Middle School WE 2021-07-30Summary Report #9 August 2, 2021 Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 Application No.: TESTING INSPECTION ENGINEERING EM 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York July 26, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. July 27, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Arsene Ntwali performed reinforcing steel placement inspection. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. July 28, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed concrete placement and sampling inspection. Concrete sample(s) obtained: (5) per set, (2) set(s), (10) total. See attached. Arsene Ntwali performed soils compaction testing. No Samples Taken. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. TESTING INSPECTION ENGINEERING EM 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York July 29, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Arsene Ntwali performed reinforcing steel placement inspection. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. July 30, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed concrete placement and sampling inspection. Concrete sample(s) obtained: (5) per set, (2) set(s), (10) total. See attached. Arsene Ntwali performed soils compaction testing. No Samples Taken. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Reviewed by: Enea Mushi Project Manager 08-06-2021 Date Technical Contact: Jonathan Felts, Vice President (jfelts@fenaghengineering.com) Administrative Contact: Andrew Kelley (akelley@fenaghengineering.com) TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali July 26, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 82°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 07-26-2021 Date Enea Mushi Project Manager 08-04-2021 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 BMP8500, excavator , Dozer. No samples taken. Density Std (DS): 2503 Moisture Std (MS): 474 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: Import: General Location of Fill: Grease Trap, Parking lot by trailer Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 09/2021 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep's foot BMP8500 Excavation: excavator Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture Loose Glacial 1 S774 115.8 10 Subase crushed concrete 2 .121.9 11.7 Test#Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Grease Trap 6 22 1 110.9 5.2 96 Pass 2 Grease Trap 6 24 1 111.3 5.7 96 Pass 3 Grease Trap 6 23 1 112.0 5.3 97 Pass 4 Grease Trap 6 24 1 111.5 4.9 96 Pass 5 Parking lot 6 25 2 117.4 5.5 96 Pass Additional Notes: Subase crushed concrete proctor given by Mitch Miller with PMA. 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 July 27, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 79°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 07-27-2021 Date Enea Mushi Project Manager 08-02-2021 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 BMP8500, excavator , Dozer. No samples taken. Density Std (DS): 2507 Moisture Std (MS): 473 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: DMH 27S-DGCB 20, Pump chamber Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 09/2021 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep's foot BMP8500 Excavation: excavator Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture Loose Glacial 1 S774 115.8 10 Test#Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 DMH 27S 6 21 1 110.5 5.7 95 Pass 2 Pump chamber 6 23 1 110.4 5.0 95 Pass 3 Pump chamber 6 23 1 111.2 5.4 96 Pass 4 Pump chamber 6 23 1 111.5 5.2 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 July 27, 2021 Time In: 10:00 Time Out: 12:00 Weather: Sunny Temperature: 79°F Permit No. : Plans Dated: 06/09/2021 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 07-27-2021 Date Enea Mushi Project Manager 08-02-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Additional Notes: FOOTINGS:C116/D.3, C16/E, C115/D-E, c115-JJ/E, JJ/D-E, II/D-E, c2-c6/E, c14/F, c14/G, c16/F, c18/G,c16/G, c18/G, c20/F, c20/G.rnPier: d9/D, d10-c115/D, d18/D, F/c4-c12, G/c4-c12.rnWall: d10-c115/D. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 footings at C116/D.3, C16/E, C115/D-E, c115-JJ/E, JJ/D-E, II/D-E, c2-c6/E, c14/F, c14/G, c16/F, c18/G,c16/G, c18/G, c20/F, c20/G. Work complete. Reference detail Sheet R005, R006. Reinforcing Steel and Anchor Bolts Y N Y N Rebar Installed Per Approved Details ✓General Notes And Typical Details Reviewed ✓ Rebar The Proper Size ✓Rebar The Proper Type/grade ✓ Rebar Spacing Acceptable ✓Min Clearances Achieved Around Rebar ✓ Min Lap Splice Lengths Achieved ✓Additional Required Rebar Has Been Placed ✓ Coupler/t-heads Torque Tested If Applicable ✓Coupler/t-heads Placed Per Approved Details If Applicable ✓ Rebar Testing Complete And Passed If Required ✓ 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 July 28, 2021 Time In: 07:00 Time Out: 10:00 Weather: Sunny Temperature: 72°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 07-28-2021 Date Enea Mushi Project Manager 08-02-2021 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 C116/D.3, C16/E, c20/G (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 95 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from TRUCK DISCHARGE. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 5 70 72 5.4 144.2 55 C16/E 5 7:02 AM 7:55 AM Marguerite 3119 7 2 6 67 72 5.7 144.7 53 c18/F 5 7:51 AM 8:55 AM Marguerite 3119 9 10 Total Additional Notes: Foundation: C116/D.3,C16/E, C115/D-E, c155-JJ/EJJ/D-E, II/D-E, c2-c6/E, c14/F, c14/G, c16/F, c18/F, c16/G, c18/G, c20/F, c20/G.rnPiers: d9/D, d18/D, F/c4-c12, G/c4-c12.rnwall: d10-c115/D 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 July 28, 2021 Time In: 10:00 Time Out: 15:00 Weather: Sunny Temperature: 72°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 07-28-2021 Date Enea Mushi Project Manager 08-02-2021 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 BMP8500, excavator , Dozer. No samples taken. Density Std (DS): 2507 Moisture Std (MS): 473 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Parking lot by UGI 4 Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 09/2021 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep's foot BMP8500 Excavation: excavator Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture Loose Glacial 1 S774 115.8 10 Test#Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Parking lot 6 23 1 110.9 5.4 96 Pass 2 Parking lot 6 24 1 110.8 5.9 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 July 29, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 78°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 07-29-2021 Date Enea Mushi Project Manager 08-02-2021 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 BMP8500, excavator , Dozer. No samples taken. Density Std (DS): 2510 Moisture Std (MS): 476 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: CULTEC 5, Building D Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 09/2021 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep's foot BMP8500 Excavation: excavator Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture Loose Glacial 1 S774 115.8 10 Test#Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 CULTEC 5 6 21 1 110.6 5.0 96 Pass 2 CB17 6 21 1 111.8 5.7 97 Pass 3 CB17 6 24 1 111.2 4.8 96 Pass 4 DMH 18 6 23 1 111.6 5.3 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 July 29, 2021 Time In: 11:00 Time Out: 13:00 Weather: Sunny Temperature: 77°F Permit No. : Plans Dated: 06/11/2021 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 07-29-2021 Date Enea Mushi Project Manager 08-02-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Additional Notes: Wall: D-E/c116, c115/D-E, E/c16-c12, rnFoundation: E-H/c2, c1-c11/H Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 wall(s) at D- E/c116, c115/D-E, E/c16-c12. Work complete. Reference detail Sheet R007, R008. Reinforcing Steel and Anchor Bolts Y N Y N Rebar Installed Per Approved Details ✓General Notes And Typical Details Reviewed ✓ Rebar The Proper Size ✓Rebar The Proper Type/grade ✓ Rebar Spacing Acceptable ✓Min Clearances Achieved Around Rebar ✓ Min Lap Splice Lengths Achieved ✓Additional Required Rebar Has Been Placed ✓ Coupler/t-heads Torque Tested If Applicable ✓Coupler/t-heads Placed Per Approved Details If Applicable ✓ Rebar Testing Complete And Passed If Required ✓ 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 July 30, 2021 Time In: 07:00 Time Out: 13:00 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 07-30-2021 Date Enea Mushi Project Manager 08-02-2021 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 Building C (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 95 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from TRUCK DISCHARGE. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 6 70 72 6.2 144.0 52 D.3/c116 5 9:50 AM 10:45 AM Marguerite 3123 4 2 6 70 72 5.7 144.5 53 c5/H 5 12:19 PM 1:30 PM Marguerite 3123 8 10 Total Additional Notes: Wall: D-E/c116, c115/D-E, E/c16-c12.rnFoundation: E-H/c2, c1-c11/H 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 July 30, 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 07-30-2021 Date Enea Mushi Project Manager 08-04-2021 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 BMP8500, excavator , Dozer. No samples taken. Density Std (DS): 2510 Moisture Std (MS): 476 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: CULTEC 5, Building D Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 09/2021 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep's foot BMP8500 Excavation: excavator Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture R.B.O Structural fill 1 C-185b 130.4 8.2 Test#Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 CULTEC 5 6 Grade 1 124.5 4.6 95 Pass 2 d25/B 6 -2 TOW 1 125.0 4.4 96 Pass 3 C/d23 6 -1 TOW 1 125.3 4.7 96 Pass 4 C/d22 6 -2 TOW 1 126.2 5.0 97 Pass Additional Notes: Proctor provided by PMA. 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: Samples made by Client Representative Pg. 1 of 1 July 26, 2021 Permit No. : 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Fenagh laboratory received 1 L-Soil ASTM D1557 Moisture-Density Relations of Soil Using Modified Effort (Modified Proctor),ASTM D422 Particle-Size Analysis of Soils (without Hydrometer) samples for test(s). Sample information including but not limited to material, schedule(s), and specified requested test(s) were provided by Client Representative and cannot be corroborated by Fenagh. NCR ID#Date Location Inspector Issue RFI/ Submittal No.Resolved? (Y/N)Sub/ Contractor Date Resolved Comment EOR to Advise 00/00/2021 7 day break Set 1 = psi 00/00/2021 28 day break Set 1 = psi Legend: Status: Closed Status: Open TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Appl No: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 07/27/2021 Client: PMA Date of Sampling: 07/13/2021 Lab Log No.: 15237 (2571C) Reviewed by: Henry Soares 07/27/2021 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 #: 53 Design Strength (psi): 3,500 @28 days Ticket#: 30975 Sample Material/Shape: 4x8 Cylinders Type of Structure: Footings Location: Onsite Location for overall pour: Foundation Footings at B/d4-d23, d17-d25/A Location when sampled: B/d4 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):73 50-90 Slump or Spread (in.):5.25 4-6 Unit Wt (#cu ft):144.3 140-150 Air Temperature (ºF):66 >40 Air Content (%):4.5 4.5-7.5 Time Sampled:8:25 AM Aggregate Size (in):3/4 N/A Batch Time:7:35 AM Time in Truck:50 minutes Information supplied by Laboratory Technician Date Received: 07/14/2021 Technician that received: Billy Coughlin Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 07/20/2021 John Lydstone 4.00 8.00 12.57 Lab 41,264 3,280 Type 2 B 28 08/10/2021 4.00 8.00 12.57 Lab C 28 08/10/2021 4.00 8.00 12.57 Lab D 28 08/10/2021 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 Appl No: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 07/27/2021 Client: PMA Date of Sampling: 07/15/2021 Lab Log No.: 15258 (2592C) Reviewed by: Henry Soares 07/27/2021 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 #: 67 Design Strength (psi): 3,500 @28 days Ticket#: 31023 Sample Material/Shape: 4x8 Cylinders Type of Structure: Footings Location: Onsite Location for overall pour: Foundation, Wal Footings at d2-d17/A, B-C/d25 Location when sampled: d6/A Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):72 50-90 Slump or Spread (in.):5 4-6 Unit Wt (#cu ft):145.2 140-150 Air Temperature (ºF):76 >40 Air Content (%):5.6 4.5-7.5 Time Sampled:12:40 PM Aggregate Size (in):3/4 N/A Batch Time:12:00 PM Time in Truck:40 minutes Information supplied by Laboratory Technician Date Received: 07/19/2021 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 07/22/2021 Evan Mei 4.00 8.00 12.57 Lab 33,270 2,650 Type 2 B 28 08/12/2021 4.00 8.00 12.57 Lab C 28 08/12/2021 4.00 8.00 12.57 Lab D 28 08/12/2021 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 Appl No: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 07/28/2021 Client: PMA Date of Sampling: 07/16/2021 Lab Log No.: 15268 (2610) Reviewed by: Henry Soares 07/28/2021 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 1 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 67 Design Strength (psi): 3,500 @28 days Ticket#: 31035 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Foundation Footings at d3-d22/C, d3-d22/B, d2-d4/A, A-D/d1, d1-d3/D Location when sampled: d15/B Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):70 50-90 Slump or Spread (in.):4.5 4-6 Unit Wt (#cu ft):144.4 140-150 Air Temperature (ºF):79 >40 Air Content (%):5.3 4.5-7.5 Time Sampled:8:20 AM Aggregate Size (in):3/4 N/A Batch Time:7:42 AM Time in Truck:38 minutes Information supplied by Laboratory Technician Date Received: 07/20/2021 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 07/23/2021 Evan Mei 4.00 8.00 12.57 Lab 34,027 2,710 Type 2 B 28 08/13/2021 4.00 8.00 12.57 Lab C 28 08/13/2021 4.00 8.00 12.57 Lab D 28 08/13/2021 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 Appl No: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 07/28/2021 Client: PMA Date of Sampling: 07/19/2021 Lab Log No.: 15348 (2659) Reviewed by: Henry Soares 07/28/2021 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 1 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 67 Design Strength (psi): 3,500 @28 days Ticket#: 31073 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 A/d17-d23, C-D/d24, d24-d20/D, D-C116 Location when sampled: d15/B Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):68 50-90 Slump or Spread (in.):4.5 N/A Unit Wt (#cu ft):144.0 N/A Air Temperature (ºF):77 >40 Air Content (%):5.9 N/A Time Sampled:12:47 PM Aggregate Size (in):3/4 N/A Batch Time:11:59 AM Time in Truck:48 minutes Information supplied by Laboratory Technician Date Received: 07/21/2021 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 07/26/2021 Evan Mei 4.00 8.00 12.57 Lab 39,092 3,110 Type 2 B 28 08/16/2021 4.00 8.00 12.57 Lab C 28 08/16/2021 4.00 8.00 12.57 Lab D 28 08/16/2021 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