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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2021-09-17Summary Report #16 September 20, 2021 Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 Application No.: TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York September 13, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. 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. September 14, 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 reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. 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. September 15, 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 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. September 16, 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 TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York workmanship. September 17, 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 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. 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: Joe Francisco Field Supervisor 09-24-2021 Date Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com) Administrative Contact: Gina Salerno (gsalerno@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 September 13, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 74°F Permit No. : Plans Dated: 03/26/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 09-13-2021 Date Joe Francisco Field Supervisor 09-20-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Sheep’s foot, Dozer. No samples taken. Density Std (DS): 2524 Moisture Std (MS): 473 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: Building B Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep’s foot Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture Loose glacial 1 S774 115.8 10.0 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 J/b29 6 -3 TOW 1 110.3 4.8 95 Pass 2 J/b30 6 -2 TOW 1 110.7 4.1 96 Pass 3 K.8/b33 6 -2 TOW 1 111.2 4.5 96 Pass TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Reinforcing Steel Placement Pg. 1 of 1 September 13, 2021 Time In: 11:00 Time Out: 12:00 Weather: Sunny Temperature: 74°F Permit No. : Plans Dated: 06/18/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 09-13-2021 Date Joe Francisco Field Supervisor 09-20-2021 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 Building B and A. Work complete. Reference detail R012. Spread Footings P.7/a24,a27,a29 Footings Q/a24-b26. Reinforcing Steel and Anchor Bolts YN YN 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 ✓ 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 September 14, 2021 Time In: 07:00 Time Out: 08:00 Weather: Sunny Temperature: 76°F Permit No. : Plans Dated: 05/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 09-14-2021 Date Joe Francisco Field Supervisor 09-20-2021 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 P.7/a24, a27, a29// Q/a24-b26 (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 17 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Concrete truck. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 5.25 72 76 5.2 144.5 73 P.7/a27 5 6:57 AM 7:21 AM Marguerite 3173 9 5 Total Additional Notes: Spread Footings rnP.7/a24,a27,a29rnFootings rnQ/a24-b26 Referenced Details: Mix Design 3500D-3/4 Design Concrete TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali September 14, 2021 Time In: 08:00 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 09-14-2021 Date Joe Francisco Field Supervisor 09-20-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Sheep’s foot, Dozer. No samples taken. Density Std (DS): 2524 Moisture Std (MS): 473 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Building A Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep’s foot Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture Loose glacial 1 S774 115.8 10.0 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Roadway west of building A 6 22 1 110.9 5.2 96 Pass 2 Roadway west of building A 6 22 1 111.3 4.9 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 September 14, 2021 Time In: 11:00 Time Out: 12:00 Weather: Sunny Temperature: 76°F Permit No. : Plans Dated: 06/18/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 09-14-2021 Date Joe Francisco Field Supervisor 09-20-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 wall(s) at Building B . Work complete. Reference detail R012. Wall: Elevator pit (Area B part A), N.4-L/a1 Pier: L/b21, [N.4/a23, a22, a26, a28, a30], (b2/M.9, L.9, K.8). Reinforcing Steel and Anchor Bolts YN YN 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 ✓ 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 September 15, 2021 Time In: 07:00 Time Out: 09:00 Weather: Sunny Temperature: 75°F Permit No. : Plans Dated: 05/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 09-15-2021 Date Joe Francisco Field Supervisor 09-20-2021 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 Elevator pit (Area B part A), N.4-L/a1, L/b21, [N.4/a23, a22, a26, a28, a30], (b2/M.9, L.9, K.8) (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 44 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Concrete truck. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 5.75 70 75 5.7 144.2 73 Elevator pit 5 7:03 AM 7:34 AM Marguerite 3175 8 5 Total Additional Notes: Wall: Elevator pit (Area B part A), N.4-L/a1rnPier: L/b21, [N.4/a23, a22, a26, a28, a30], (b2/M.9, L.9, K.8) Referenced Details: Mix Design 3500D-3/4 Design Concrete TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali September 15, 2021 Time In: 09:00 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 09-15-2021 Date Joe Francisco Field Supervisor 09-20-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Sheep’s foot, Dozer. No samples taken. Density Std (DS): 2521 Moisture Std (MS): 472 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Building B exterior Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep’s foot Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture Loose glacial 1 S774 115.8 10.0 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 N.7/b33 6 -3 TOW 1 110.4 5.3 95 Pass 2 P.6/b31 6 -2 TOW 1 110.8 3.9 96 Pass 3 P.4/b32 6 -1 TOW 1 109.9 4.6 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 September 16, 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 09-16-2021 Date Joe Francisco Field Supervisor 09-20-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Sheep’s foot, Dozer. No samples taken. Density Std (DS): 2515 Moisture Std (MS): 478 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: Building B Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep’s foot Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Crushed concrete 1 S794 126.4 7.7 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 J/b30 6 -4 TOW 1 120.0 5.0 95 Pass 2 J/b28 6 -2 TOW 1 120.9 5.4 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: Concrete Placement and Sampling Pg. 1 of 1 September 17, 2021 Time In: 07:00 Time Out: 09:00 Weather: Sunny Temperature: 73°F Permit No. : Plans Dated: 05/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 09-17-2021 Date Joe Francisco Field Supervisor 09-20-2021 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 a24,27, 29/P.7; a24-b26/Q (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 19 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Concrete truck. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 4.0 68 75 4.8 144.5 68 Q/a24 5 7:20 AM 7:53 AM Marguerite 3178 3 5 Total Additional Notes: Piers: a24,27, 29/P.7rnWall: a24-b26/Q Referenced Details: Mix Design 3500D-3/4 Design Concrete TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali September 17, 2021 Time In: 08:00 Time Out: 15:00 Weather: Sunny Temperature: 73°F Permit No. : Plans Dated: 03/26/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 09-17-2021 Date Joe Francisco Field Supervisor 09-20-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Sheep’s foot, Dozer. No samples taken. Density Std (DS): 2515 Moisture Std (MS): 475 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: Building B Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Sheep’s foot Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Crushed concrete 1 S794 126.4 7.7 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 P/b29 6 -2 TOW 1 120.5 4.3 95 Pass 2 P/b29 6 -1 TOW 1 120.3 4.6 95 Pass 3 J.7/b30 6 -4 TOW 1 121.2 4.8 96 Pass 4 L/b24 6 -2 TOW 1 121.6 4.4 96 Pass NCR ID#Date Location Inspector Issue RFI/ Submittal No.Resolved? (Y/N)Sub/ Contractor Date Resolved Comment 1 7/21/2021 Wall : C /d3 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% N Marguerite EOR to Advise 7 day break 08/10/2021 Set 1 = 1,860 psi 28 day break 08/31/2021 Set 1 = 2,800 psi Set 1 = 2,900 psi Set 1 = 3,480 psi No Samples Remaining 2 7/28/2021 Footing : C16/E Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% N Marguerite EOR to Advise 28 day break 08/31/2021 Set 1 = 3,350 psi Set 1 = 3,500 psi Set 1 = 3,620 psi 56 day break 09/22/2021 3 7/30/2021 Footings Set # 1 :Column line/Row: D.3/c116 Set # 2 Columm line / Row c5/H Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% N Marguerite EOR to Advise 28 day break 08/27/2021 Set 1 = 3,070 psi Set 1 = 3,330 psi Set 1 = 3,430 psi Set 2 = 3,330 psi Set 2 = 3,520 psi Set 2 = 3,580 psi 56 day break 09/24/2021 4 8/3/2021 Footings: Elevator pit foundation Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% N Marguerite EOR to Advise 7 day break 08/10/2021 Set 1 = 2,610 psi 28 day break 08/31/2021 Set 1 = 3,170 psi 3 samples remainging to be tested 9/28/2021 5 8/6/2021 Level 1 Wall at Building C and B - E/c2 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% N Marguerite EOR to Advise 7 day break 08/13/2021 Set 1 = 2,980 psi 28 day break 09/3/2021 Set 1 = 3,170 psi 3 samples remainging to be tested 10/1/2021 6 8/6/2021 Level 1 Wall at Building C and B - J.7/b25 Arsene Ntwali Low break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% N Marguerite EOR to Advise 7 day break 08/10/2021 Set 2= 2,390 psi 28 day break 09/3/2021 Set 2 = 3380 psi 3 samples remainging to be tested 10/1/2021 Status: Work-in-Progress 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: 09/16/2021 Client: PMA Date of Sampling: 08/10/2021 Lab Log No.: 15795 Reviewed by: CJ Martens 09/16/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 73 Design Strength (psi): 3,500 @28 days Ticket#: 31339 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 Building C and B Location when sampled: C18/E Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 71 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.7 140-150 Air Temperature (ºF): 70 >40 Air Content (%): 5.7 4.5-7.5 Time Sampled: 7:45 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:00 AM Time in Truck: 45 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/11/2021 Technician that received: John Lydstone Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/17/2021 Max Nabulsi 4.00 8.00 12.57 Lab 37,275 2,970 psi Type 5 B 28 09/07/2021 Henry Soares 4.00 8.00 12.57 Lab 42,705 3,400 psi Type 2 C 56 10/05/2021 4.00 8.00 12.57 Lab D 56 10/05/2021 4.00 8.00 12.57 Lab E 56 10/05/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day Indication Compression Test; Specimens C-E will be held for 56-Days TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/16/2021 Client: PMA Date of Sampling: 08/17/2021 Lab Log No.: 15811 (2947) Reviewed by: CJ Martens 09/16/2021 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 #: 55 Design Strength (psi): 3,500 @28 days Ticket#: 21627 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 b30-b27/S.1, P-S.1/b27 Location when sampled: S.1/b27 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): 144.8 140-150 Air Temperature (ºF): 78 >40 Air Content (%): 6.7 4.5-7.5 Time Sampled: 10:04 AM Aggregate Size (in): 3/4 N/A Batch Time: 9:13 AM Time in Truck: 51 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/18/2021 Technician that received: John Lydstone Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/24/2021 Henry Soares 4.00 8.00 12.57 Lab 31,558 2,510 psi Type 3 B 28 09/14/2021 Henry Soares 4.00 8.00 12.57 Lab 43,101 3,430 psi Type 2 C 28 09/14/2021 Henry Soares 4.00 8.00 12.57 Lab 41,184 3,280 psi Type 2 D 56 10/12/2021 4.00 8.00 12.57 Lab E 56 10/12/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:3,360 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory; Low 28-Day Indication compression test results; Specimens D & E will be held for 56-Days TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/16/2021 Client: PMA Date of Sampling: 08/18/2021 Lab Log No.: 15817 (2975) Reviewed by: CJ Martens 09/16/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 72 Design Strength (psi): 3,500 @28 days Ticket#: 31461 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 J.3-J.7/b31, b23-33/J.7, J.7-N/b33, J.3-K.3/b23 Location when sampled: K/b17 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 5.0 4-6 Unit Wt (#cu ft): 144.3 140-150 Air Temperature (ºF): 78 >40 Air Content (%): 5.4 4.5-7.5 Time Sampled: 7:40 AM Aggregate Size (in): 3/4 N/A Batch Time: 6:58 AM Time in Truck: 42 minutes Information supplied by Laboratory Technician Date Received: 08/19/2021 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 08/25/2021 James Descoteaux 4.00 8.00 12.57 Lab 38,125 3,030 psi Type 3 B 28 09/15/2021 Henry Soares 4.00 8.00 12.57 Lab 45,952 3,660 psi Type 2 C 28 09/15/2021 Henry Soares 4.00 8.00 12.57 Lab 47,506 3,780 psi Type 2 D 28 09/15/2021 Henry Soares 4.00 8.00 12.57 Lab 47,100 3,750 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:3,730 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/16/2021 Client: PMA Date of Sampling: 09/01/2021 Lab Log No.: 16008 (3099-3100) Reviewed by: CJ Martens 09/16/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 2 Truck #: 52 Design Strength (psi): 3,500 @28 days Ticket#: 169841 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at Wall: b3-12.3/K, H-K/b15 Footings: a6/U, auditorium seatings Location when sampled: K/b3 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.5 4-6 Unit Wt (#cu ft): 144.1 140-150 Air Temperature (ºF): 73 >40 Air Content (%): 6.2 4.5-7.5 Time Sampled: 10:12 AM Aggregate Size (in): 3/4 N/A Batch Time: 9:33 AM Time in Truck: 39 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/02/2021 Technician that received: James Descoteaux Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/08/2021 Henry Soares 4.00 8.00 12.57 Lab 40,750 3,240 psi Type 5 B 28 09/29/2021 4.00 8.00 12.57 Lab C 28 09/29/2021 4.00 8.00 12.57 Lab D 28 09/29/2021 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: 09/16/2021 Client: PMA Date of Sampling: 09/01/2021 Lab Log No.: 16008 (3099-3100) Reviewed by: CJ Martens 09/16/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 2 of 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Ready Mix Contractor: Marguerite Set: 2 of 2 Truck #: 55 Design Strength (psi): 3,500 @28 days Ticket#: 21730 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at Wall: b3-12.3/K, H-K/b15 Footings: a6/U, auditorium seatings Location when sampled: U/a6 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.6 140-150 Air Temperature (ºF): 73 >40 Air Content (%): 5.9 4.5-7.5 Time Sampled: 11:10 AM Aggregate Size (in): 3/4 N/A Batch Time: 10:26 AM Time in Truck: 44 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/02/2021 Technician that received: James Descoeaux Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/08/2021 Henry Soares 4.00 8.00 12.57 Lab 36,802 2,930 psi Type 5 B 28 09/29/2021 4.00 8.00 12.57 Lab C 28 09/29/2021 4.00 8.00 12.57 Lab D 28 09/29/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/16/2021 Client: PMA Date of Sampling: 09/03/2021 Lab Log No.: 16067 (3123) Reviewed by: CJ Martens 09/16/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 62 Design Strength (psi): 3,500 @28 days Ticket#: 21747 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at Wall: T-W/a1, a1-8/W Spread footings: V/a4, U/a5, a6/V, a5/V.5, V and V.5/a8 Location when sampled: U/a5 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.7 140-150 Air Temperature (ºF): 82 >40 Air Content (%): 6.1 4.5-7.5 Time Sampled: 7:47 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:07 AM Time in Truck: 40 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/08/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/10/2021 Henry Soares 4.00 8.00 12.57 Lab 25,815 2,050 psi Type 5 B 28 10/01/2021 4.00 8.00 12.57 Lab C 28 10/01/2021 4.00 8.00 12.57 Lab D 28 10/01/2021 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; Low 7-Day Indication test result 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: 09/16/2021 Client: PMA Date of Sampling: 09/07/2021 Lab Log No.: 16080 (3124) Reviewed by: CJ Martens 09/16/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 58 Design Strength (psi): 3,500 @28 days Ticket#: 21756 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at L/b15-20, M.5/b17-21 Location when sampled: L/b15 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 5.25 4-6 Unit Wt (#cu ft): 144.3 140-150 Air Temperature (ºF): 75 >40 Air Content (%): 6.0 4.5-7.5 Time Sampled: 7:55 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:22 AM Time in Truck: 33 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/10/2021 Technician that received: Max Nabulsi Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/14/2021 Henry Soares 4.00 8.00 12.57 Lab 34,457 2,740 psi Type 2 B 28 10/05/2021 4.00 8.00 12.57 Lab C 28 10/05/2021 4.00 8.00 12.57 Lab D 28 10/05/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/16/2021 Client: PMA Date of Sampling: 09/09/2021 Lab Log No.: 16132 (3175) Reviewed by: CJ Martens 09/16/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 58 Design Strength (psi): 3,500 @28 days Ticket#: 21775 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at L/b15-20, M.5/b17-21, N.5/a23-30 Location when sampled: M.5/b17 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 68 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.9 140-150 Air Temperature (ºF): 74 >40 Air Content (%): 5.7 4.5-7.5 Time Sampled: 7:43 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:04 AM Time in Truck: 39 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/15/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/16/2021 Henry Soares 4.00 8.00 12.57 Lab 30,168 2,400 psi Type 5 B 28 10/07/2021 4.00 8.00 12.57 Lab C 28 10/07/2021 4.00 8.00 12.57 Lab D 28 10/07/2021 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: 09/23/2021 Client: PMA Date of Sampling: 08/13/2021 Lab Log No.: 15745 (2945-2946) Reviewed by: CJ Martens 09/23/2021 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 #: 68 Design Strength (psi): 3,500 @28 days Ticket#: 31410 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 B Location when sampled: P.1/b33 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 72 50-90 Slump or Spread (in.): 5.25 4-6 Unit Wt (#cu ft): 144.5 140-150 Air Temperature (ºF): 80 >40 Air Content (%): 5.0 4.5-7.5 Time Sampled: 7:38 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:00 AM Time in Truck: 38 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/18/2021 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 17 08/30/2021 Max Nabulsi 4.00 8.00 12.57 Lab 38,847 3,090 psi Type 2 B 28 09/10/2021 Alex Dzengeleski 4.00 8.00 12.57 Lab 44,171 3,510 psi Type 2 C 28 09/10/2021 Alex Dzengeleski 4.00 8.00 12.57 Lab 43,490 3,460 psi Type 2 D 56 10/08/2021 4.00 8.00 12.57 Lab E 56 10/08/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:3,490 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day indication compression tests; Specimens D & E will be held for 56-Days. TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/23/2021 Client: PMA Date of Sampling: 08/13/2021 Lab Log No.: 15745 (2945-2946) Reviewed by: CJ Martens 09/23/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 2 of 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape cod Ready Mix Contractor: Marguerite Set: 2 of 2 Truck #: 68 Design Strength (psi): 3,500 @28 days Ticket#: 31416 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 B Location when sampled: J.3/b24 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 144.0 140-150 Air Temperature (ºF): 80 >40 Air Content (%): 5.5 4.5-7.5 Time Sampled: 9:50 AM Aggregate Size (in): 3/4 N/A Batch Time: 9:00 AM Time in Truck: 50 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/18/2021 Technician that received: John Lydstone Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/20/2021 Max Nabulsi 4.00 8.00 12.57 Lab 29,191 2,320 psi Type 2 B 28 09/10/2021 Alex Dzengeleski 4.00 8.00 12.57 Lab 35,742 2,840 psi Type 2 C 56 10/08/2021 4.00 8.00 12.57 Lab D 56 10/08/2021 4.00 8.00 12.57 Lab E 56 10/08/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:2,840 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory; Low 28-Day indication compression test; Specimens C-E will be held for 56-Days