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Home My WebLink AboutJ5951-11 Dennis Yarmouth Middle School WE 2021-08-13Summary Report #11 August 16, 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 August 9, 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. August 10, 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, (1) set(s), (5) 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. August 11, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Soil samples obtained: (1) total. 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. John Lydstone picked up (15) concrete cylinders from the jobsite. August 12, 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 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 workmanship. John Lydstone picked up (2) buckets of soil from the jobsite. August 13, 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 observation of earthwork activities. 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 08-25-2021 Date Technical Contact: Bruce Tie, Engineering Manager (btie@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 August 9, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 83°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 08-09-2021 Date Enea Mushi Project Manager 08-16-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , excavator , Dozer. No samples taken. Density Std (DS): 2537 Moisture Std (MS): 472 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: 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: Plate compactor 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 D.5/d8 6 -4 TOW 1 110.2 5.0 95 Pass 2 E/d8 6 -3 TOW 1 111.5 5.9 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 August 9, 2021 Time In: 11:00 Time Out: 12:00 Weather: Sunny Temperature: 83°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 08-09-2021 Date Enea Mushi Project Manager 08-16-2021 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: Foundation: J.7-N/b33, c18-22/E, E-F.5/c22rnWall: G-H/c21, c17-21/H Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 footings at J.7-N/b33, c18-22/E, E-F.5/c22. Work complete. Reference detail Sheet R008, R007. 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 August 10, 2021 Time In: 07:00 Time Out: 09:00 Weather: Sunny Temperature: 80°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 08-10-2021 Date Enea Mushi Project Manager 08-16-2021 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 Building C and B (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 55 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from TRUCK DISCHARGE. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 5.75 71 70 5.7 144.7 73 C18/E 5 7:00 AM 7:45 AM Marguerite 3133 9 5 Total Additional Notes: Foundation: J.7-N/b33, c18-22/E, E-F.5/c22rnWall: G-H/c21, c17-21/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 August 10, 2021 Time In: 09:00 Time Out: 15:00 Weather: Sunny Temperature: 80°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 08-10-2021 Date Enea Mushi Project Manager 08-16-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , excavator . No samples taken. Density Std (DS): 2535 Moisture Std (MS): 475 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Electrical line by Gate B 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: Plate compactor Excavation: excavator Earthwork: 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 Electric line 6 22 1 110.8 5.7 96 Pass 2 Electric line 6 23 1 110.5 5.5 95 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 August 11, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 75°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 08-11-2021 Date Enea Mushi Project Manager 08-16-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , excavator . Obtained (1) sample(s). Dense Grade structural fill from Stockpile on site Test required: ASTM D1557 Moisture-Density Relations of Soil Using Modified Effort (Modified Proctor). Density Std (DS): 2542 Moisture Std (MS): 478 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Grease trap catch base 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: Plate compactor Excavation: excavator Earthwork: 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 DGCB #5 6 22 1 111.4 5.2 96 Pass 2 DGCB #5 6 23 1 111.1 5.9 96 Pass Daily Pick Up Report Job Number: Project Name: Fenagh Representative: Date: Cylinders Shotcrete Grout Mortar Grout Cubes Prisms PT Cables Fireproofing Samples Soil Samples Rebar Samples Steel Plates Other Additional Comments: Job Site Shop Batch Plant/Quarry Other: ________ Cure Box Temp: ______ High/Low Temp: ________ Outside Temp: ______ Dennis-Yarmouth MS 5951 John Lydstone 08/11/2021 n NA 75 15 NA 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 August 12, 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 08-12-2021 Date Enea Mushi Project Manager 08-16-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , excavator , Dozer. No samples taken. Density Std (DS): 2538 Moisture Std (MS): 472 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: Buildin 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: Plate compactor 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 B/d4 6 -2 TOW 1 125.0 5.4 96 Pass 2 A/d2 6 -1 TOW 1 125.7 5.0 96 Pass 3 D/d3 6 -1 TOW 1 124.2 5.9 95 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: Reinforcing Steel Placement Pg. 1 of 1 August 12, 2021 Time In: 11:00 Time Out: 12:00 Weather: Sunny Temperature: 78°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 08-12-2021 Date Enea Mushi Project Manager 08-16-2021 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: J-J.3/b24,b24-31/JrnFoundation: K-N.7/b24, b24-33/P, P.3-P.4/b32, N.4-P.2/b33 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 wall(s) at Wall: J-J.3/b24,b24-31/J Foundation: K-N.7/b24, b24-33/P, P.3-P.4/b32, N.4-P.2/b33. Work complete. Reference detail Sheet R007, R013. 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 ✓ Daily Pick Up Report Job Number: Project Name: Fenagh Representative: Date: Cylinders Shotcrete Grout Mortar Grout Cubes Prisms PT Cables Fireproofing Samples Soil Samples Rebar Samples Steel Plates Other Additional Comments: Job Site Shop Batch Plant/Quarry Other: ________ Cure Box Temp: ______ High/Low Temp: ________ Outside Temp: ______ Dennis-Yarmouth MS 5951 John Lydstone 08/12/2021 n NA 79 2 buckets of soil NA 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 August 13, 2021 Time In: 07:00 Time Out: 10:00 Weather: Sunny Temperature: 80°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 08-13-2021 Date Enea Mushi Project Manager 08-16-2021 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 B (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 110 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 5.25 72 80 5.0 144.5 68 P.1/b33 5 7:00 AM 7:38 AM Marguerite 3141 0 2 6.0 69 80 5.5 144.0 68 J.3/b24 5 9:00 AM 9:50 AM Marguerite 3141 6 10 Total Additional Notes: Wall: J-J.3/b24,b24-31/JrnFoundation: K-N.7/b24, b24-33/P, P.3-P.4/b32, N.4-P.2/b33 Referenced Details: Mix Design 3500D-3/4 Design Concrete TESTING INSPECTION ENGINEERING Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali August 13, 2021 Time In: 10:00 Time Out: 15:00 Weather: Sunny Temperature: 80°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 08-13-2021 Date Enea Mushi Project Manager 08-16-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. No samples taken. Additional Notes: Observed placement and compaction of 3” of dense grade in the parking lot.rnProctor to be provided later for surface density test. 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 August 11, 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 Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 08/10/2021 Client: PMA Date of Sampling: 07/09/2021 Lab Log No.: 15185 (2528C) Reviewed by: Henry Soares 08/10/2021 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 #: 83 Design Strength (psi): 3,500 @28 days Ticket#: 169176 Sample Material/Shape: 4x8 Cylinders Type of Structure: Footings Location: Onsite Location for overall pour: Foundation Footings at d2-d19 Location when sampled: D4 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):144.2 140-150 Air Temperature (ºF):72 >40 Air Content (%):5.0 4.5-7.5 Time Sampled:11:10 AM Aggregate Size (in):3/4 N/A Batch Time:10:11 AM Time in Truck:59 minutes Information supplied by Laboratory Technician Date Received: 07/12/2021 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 07/16/2021 Max Nabulsi 4.00 8.00 12.57 Lab 36,938 2,940 psi Type 2 B 28 08/06/2021 Charles Martens 4.00 8.00 12.57 Lab 53,730 4,270 psi Type 5 C 28 08/06/2021 Charles Martens 4.00 8.00 12.57 Lab 51,650 4,110 psi Type 4 D 28 08/06/2021 Charles Martens 4.00 8.00 12.57 Lab 48,690 3,870 psi Type 3 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:4,080 psi Remarks: Test B-D samples tested at Allied Testing Laboratories, 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: 08/10/2021 Client: PMA Date of Sampling: 07/28/2021 Lab Log No.: 15519 (2744-2745) Reviewed by: Henry Soares 08/10/2021 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 #: 55 Design Strength (psi): 3,500 @28 days Ticket#: 31197 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 C116/D.3, C16/E, c20/G Location when sampled: C16/E Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):70 50-90 Slump or Spread (in.):5 4-6 Unit Wt (#cu ft):144.2 140-150 Air Temperature (ºF):72 >40 Air Content (%):5.4 4.5-7.5 Time Sampled:7:55 AM Aggregate Size (in):3/4 N/A Batch Time:7:02 AM Time in Truck:53 minutes Information supplied by Laboratory Technician Date Received: 07/30/2021 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 08/04/2021 Evan Mei 4.00 8.00 12.57 Lab 33,496 2,660 psi Type 2 B 28 08/25/2021 4.00 8.00 12.57 Lab C 28 08/25/2021 4.00 8.00 12.57 Lab D 28 08/25/2021 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: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 08/10/2021 Client: PMA Date of Sampling: 07/28/2021 Lab Log No.: 15519 (2744-2745) Reviewed by: Henry Soares 08/10/2021 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#: 31199 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 C116/D.3, C16/E, c20/G Location when sampled: c18/F Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):67 50-90 Slump or Spread (in.):6 4-6 Unit Wt (#cu ft):144.7 140-150 Air Temperature (ºF):72 >40 Air Content (%):5.7 4.5-7.5 Time Sampled:8:55 AM Aggregate Size (in):3/4 N/A Batch Time:7:51 AM Time in Truck:64 minutes Information supplied by Laboratory Technician Date Received: 07/30/2021 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 08/04/2021 Evan Mei 4.00 8.00 12.57 Lab 37,601 2,990 psi Type 2 B 28 08/25/2021 4.00 8.00 12.57 Lab C 28 08/25/2021 4.00 8.00 12.57 Lab D 28 08/25/2021 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 Soils Test Report Project Name: Dennis Yarmouth Middle School Place of Sampling : Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 08/10/2021 Client: PMA Date of Sampling: 08/05/2021 Lab Log No.: 15656 (S785) Reviewed by: Henry Soares 08/10/2021 Date ASTM Standards Used: Unless otherwise noted ASTM D-1557, D422, D4318, D2216, D1140,Method-C 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 Max Density 131.9 pcf @ 7.6% As Received Moisture 9.8% Source Color Brown Description Specific Gravity 2.7 Estimated Date Received: 08/05/2021 Date Tested: 08/10/2021 Tested by: Max Nabulsi Desc of Rammer: Mechanical Material: Reclaimed Asphalt Preparation Method: Moist Oversized Material: Percent of: 16.02 ;Specific Gravity: 2.7;Percent Moisture: 0.85 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: 08/11/2021 Client: PMA Date of Sampling: 07/30/2021 Lab Log No.: 15564 (2802-2803) Reviewed by: Henry Soares 08/11/2021 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 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 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 4.00 8.00 12.57 Lab C 28 08/27/2021 4.00 8.00 12.57 Lab D 28 08/27/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab Remarks: All samples tested at Allied Testing Laboratories, 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: 08/11/2021 Client: PMA Date of Sampling: 07/30/2021 Lab Log No.: 15564 (2802-2803) Reviewed by: Henry Soares 08/11/2021 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 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 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 4.00 8.00 12.57 Lab C 28 08/27/2021 4.00 8.00 12.57 Lab D 28 08/27/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab Remarks: All samples tested at Allied Testing Laboratories, Inc, CTL #207-018