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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2021-07-23_compressedSummary Report #8 July 26, 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 19, 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 observation of earthwork activities. 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 20, 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 21, 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. Billy Coughlin picked up (5) concrete cylinders from the jobsite. July 22, 2021 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 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 23, 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. 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 07-29-2021 Date Technical Contact: Jonathan Felts, Vice President (jfelts@fenaghengineering.com) Administrative Contact: Andrew Kelley (akelley@fenaghengineering.com) 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 19, 2021 Time In: 07:00 Time Out: 15:00 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 07-19-2021 Date Enea Mushi Project Manager 07-26-2021 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 A/d17-d23, C-D/d24, d24-d20/D, D-C116 (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 4.5 68 77 5.9 144.0 67 d15/B 5 11:59 AM 12:47 PM Marguerite 3107 3 5 Total 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 July 19, 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 07-19-2021 Date Enea Mushi Project Manager 07-28-2021 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 earthwork activities of drainage systems on Cultec 1 and 3. Excavator used to dig the underground for the installation of the drainage pipes. Observed placement of stones underneath and around the pipes. 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 19, 2021 Time In: 07:00 Time Out: 11:00 Weather: Sunny Temperature: 77°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 07-19-2021 Date Enea Mushi Project Manager 07-26-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 footings at A/d17-d23, C-D/d24, d24-d20/D, D-C116. 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 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 20, 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 07-20-2021 Date Enea Mushi Project Manager 07-26-2021 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 Proof roller, excavator , Dozer. No samples taken. Density Std (DS): 2532 Moisture Std (MS): 474 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: Import: General Location of Fill: UGI 1, 3 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: Proof roller 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 UGI 1 6 23 1 110.0 4.5 95 Pass 2 UGI 1 6 23 1 111.6 4.8 96 Pass 3 UGI 1 6 24 1 111.4 4.7 96 Pass 4 UGI 1 6 24 1 112.0 5.2 97 Pass 5 UGI 3 6 21 1 110.8 5.0 96 Pass 6 UGI 3 6 22 1 111.1 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 20, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 82°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 07-20-2021 Date Enea Mushi Project Manager 07-26-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 footings at D/d3-d5, C/d3-d22, d23-d25/A, A-D/d25. 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 21, 2021 Time In: 07:00 Time Out: 09:00 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 07-21-2021 Date Enea Mushi Project Manager 07-26-2021 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 D/d3-d5, C/d3-d22, d23-d25/A, A-D/25 (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 33 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 5.5 144.8 73 C/d3 5 7:29 AM 8:25 AM Marguerite 3109 7 5 Total Additional Notes: Footings: D/d3-d5rnPiers: C/d3-d22rnwall: d23-d25/A, A-D/d25 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 21, 2021 Time In: 09:00 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 07-21-2021 Date Enea Mushi Project Manager 07-26-2021 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 Proof roller, excavator , Dozer. No samples taken. Density Std (DS): 2544 Moisture Std (MS): 470 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: Import: General Location of Fill: DMH 23, UGI 1 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: Proof roller 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 23 6 23 1 110.9 4.4 96 Pass 2 UGI 1 6 23 1 111.2 5.3 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 Billy Coughlin 07/21/2021 n NA 75 5 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 July 22, 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 07-22-2021 Date Enea Mushi Project Manager 07-26-2021 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 Proof roller, excavator , Dozer. No samples taken. Density Std (DS): 2538 Moisture Std (MS): 467 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: Import: General Location of Fill: DMH 24 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: Proof roller 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 24 6 23 1 111.3 4.9 96 Pass 2 DMH 24 6 24 1 111.6 5.1 96 Pass Additional Notes: DMH: Double Manhole 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 23, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 73°F Permit No. : Plans Dated: 05/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 07-23-2021 Date Enea Mushi Project Manager 07-26-2021 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 d4-d2/A, A-D/d1, d1-d3/D, D/d18, d14-d9/D, D-JJ/d9, c4-c12/F, c4-c12/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 33 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 68 73 5.6 144.5 73 D/d3 5 6:40 AM 7:40 AM Marguerite 3113 2 5 Total Additional Notes: Building D:rnFooting: D/d18, d14-d9/D, D-JJ/d9, wall:d4-d2/A, A-D/d1, d1-d3/DrnWall:d4-d2/A, A-D/d1, d1- d3/DrnBuilding C:rnSpread Footings:c4-c12/F, c4-c12/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 July 23, 2021 Time In: 09:00 Time Out: 15:00 Weather: Sunny Temperature: 73°F Permit No. : Plans Dated: 03/26/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 07-23-2021 Date Enea Mushi Project Manager 07-26-2021 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): 2544 Moisture Std (MS): 470 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: Import: General Location of Fill: DMH 23, UGI 1 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 23 6 19 1 110.5 5.7 95 Pass 2 DMH 23 6 24 1 110.4 5.0 95 Pass 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: 07/21/2021 Client: PMA Date of Sampling: 07/09/2021 Lab Log No.: 15185 (2528C) Reviewed by: Henry Soares 07/21/2021 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 Type 2 B 28 08/06/2021 4.00 8.00 12.57 Lab C 28 08/06/2021 4.00 8.00 12.57 Lab D 28 08/06/2021 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