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Home My WebLink AboutJ5951-10 Dennis Yarmouth Middle School WE 2021-08-06Summary Report #10 August 9, 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 2, 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 3, 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. August 4, 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. John Lydstone picked up (20) concrete cylinders and (1) soil sample from the jobsite. August 5, 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. August 6, 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 08-13-2021 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 2, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 77°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 08-02-2021 Date Enea Mushi Project Manager 08-12-2021 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): 2518 Moisture Std (MS): 470 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: 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 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 C/d24 6 -1 TOW 1 124.8 4.7 96 Pass 2 D/d22 6 -2 TOW 1 125.4 4.0 96 Pass 3 B/d23 6 -3 TOW 1 125.0 5.3 96 Pass 4 C/d20 6 -2 TOW 1 126.0 5.5 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: Reinforcing Steel Placement Pg. 1 of 1 August 2, 2021 Time In: 10:00 Time Out: 14:00 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 08-02-2021 Date Enea Mushi Project Manager 08-12-2021 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/d3-d5, D-E/II, D-E/JJ, c4-d5/E, c9-c12/E,rnPiers: d8/ErnFooting: elevator pit, c11-c21/H, c22/H-G Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 wall(s) at C and D building . 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 August 3, 2021 Time In: 07:00 Time Out: 10:00 Weather: Sunny Temperature: 77°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 08-03-2021 Date Enea Mushi Project Manager 08-12-2021 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 and D (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 6 70 77 6.6 144.3 73 Elevator pit foundation 5 6:53 AM 7:40 AM Marguerite 3126 0 2 5.75 70 77 6.2 144.7 59 c22/H 5 9:24 AM 10:30 AM Marguerite 3126 4 10 Total Additional Notes: Wall: D/d3-d5, D-E/II, D-E/JJ, c4-d5/E, c9-c12/E,rnPiers: d8/ErnFooting: elevator pit, c11-c21/H, c22/H-G 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 3, 2021 Time In: 10:00 Time Out: 15:00 Weather: Sunny Temperature: 77°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 08-03-2021 Date Enea Mushi Project Manager 08-12-2021 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): 2525 Moisture Std (MS): 470 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 C/d20 6 -3 TOW 1 125.1 4.4 96 Pass 2 B/d17 6 -2 TOW 1 125.6 4.6 96 Pass 3 A/d15 6 -2 TOW 1 125.9 5.3 97 Pass Additional Notes: Proctor provided by 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 August 4, 2021 Time In: 07:00 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 08-04-2021 Date Enea Mushi Project Manager 08-12-2021 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): 2532 Moisture Std (MS): 475 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 D/d17 6 -3 TOW 1 124.9 4.9 96 Pass 2 B/d17 6 -2 TOW 1 125.5 4.7 96 Pass 3 A/d15 6 -2 TOW 1 125.3 5.0 96 Pass 4 D/d14 6 -1 TOW 1 126.0 5.8 97 Pass Additional Notes: Proctor provided by PMA. 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 08/04/2021 n NA 75 20 1 bucket of soil Met AN@CSH for samples. Also picked up Nuke gauge. 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 5, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 76°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 08-05-2021 Date Enea Mushi Project Manager 08-12-2021 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): 2530 Moisture Std (MS): 478 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 C/d15 6 -3 TOW 1 125.5 5.3 96 Pass 2 B/d11 6 -2 TOW 1 125.0 4.8 96 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 5, 2021 Time In: 10:00 Time Out: 15:00 Weather: Sunny Temperature: 76°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 08-05-2021 Date Enea Mushi Project Manager 08-12-2021 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: Building CrnWall:c4-c2/E, E-H/c1, c1-c5/H, c9-c13/HrnBuilding BrnFoundation: J-J.7/b32, b25-b32/J.7, b25- b32/J, J-J.7/b25 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 wall(s) at C and B building . Work complete. Reference detail Sheet 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 6, 2021 Time In: 07:00 Time Out: 11:00 Weather: Temperature: 78°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 08-06-2021 Date Enea Mushi Project Manager 08-12-2021 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 96 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 5.5 72 75 5.8 144.6 56 E/c2 5 6:51 AM 7:35 AM Marguerite 3130 2 2 6.0 72 75 6.3 144.1 51 J.7/b25 5 8:21 AM 9:10 AM Marguerite 3152 7 10 Total Additional Notes: Building CrnWall:c4-c2/E, E-H/c1, c1-c5/H, c9-c13/HrnBuilding BrnFoundation: J-J.7/b32, b25-b32/J.7, b25- b32/J, J-J.7/b25 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 6, 2021 Time In: 07:00 Time Out: 15:00 Weather: 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 08-06-2021 Date Enea Mushi Project Manager 08-12-2021 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 C/d4 6 -2 TOW 1 125.5 4.4 96 Pass 2 B/d8 6 -1 TOW 1 125.0 4.0 96 Pass 3 D/d4 6 -1 TOW 1 124.8 5.5 96 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 August 5, 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 (with 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 Soils Test Report Project Name: Dennis Yarmouth Middle School Place of Sampling : Unknown Appl No: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 08/02/2021 Client: PMA Date of Sampling: 07/26/2021 Lab Log No.: 15408 (S782) Reviewed by: Henry Soares 08/02/2021 Date ASTM Standards Used: Unless otherwise noted ASTM D1557, 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 2 Max Density 130.7 pcf @ 7.9% As Received Moisture 12.5% Source Import Color Brown/Grey Description Recycled Crushed Concrete Specific Gravity 2.7 Estimated Date Received: 07/27/2021 Date Tested: 07/27/2021 Tested by: Max Nabulsi Desc of Rammer: Mechanical Material: Recycled Crushed Concrete Preparation Method: Moist Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Soils Test Report Project Name: Dennis Yarmouth Middle School Place of Sampling : Unknown Appl No: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 08/02/2021 Client: PMA Date of Sampling: 07/26/2021 Lab Log No.: 15408 (S782) Reviewed by: Henry Soares 08/02/2021 Date ASTM Standards Used: Unless otherwise noted ASTM D1557, 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. 2 of 2 Sieve Designation Sieve Size Cumulative %Cumulative %Low HiRetainedPassing 3 in 3 in 75 mm 0 100 2 in 2 in 50 mm 0 100 1 1/2 in 1.5 in 37.5 mm 0 100 1 in 1 in 25 mm 8 92 3/4 in 0.75 in 19 mm 17 83 1/2 in 0.5 in 12.5 mm 28 72 3/8 in 0.375 in 9.5 mm 34 66 No. 4 0.187 in 4.75 mm 46 54 No. 8 0.0937 in 2.36 mm 51 49 No. 10 0.0787 in 2 mm 53 47 No. 16 0.0469 in 1.18 mm 58 42 No. 30 0.0234 in 600 ?m 70 30 No. 40 0.0165 in 425 ?m 77 23 No. 50 0.0117 in 300 ?m 83 17 No. 100 0.0059 in 150 ?m 91 9 No. 200 0.0029 in 75 ?m 94 6.3 Remarks: Received Sample Condition: Acceptable and/or Satisfactory