The URL can be used to link to this page

Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2021-12-03Summary Report #27 December 6, 2021 Attn: Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas Application No.: November 29, 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. November 30, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed concrete placement and sampling inspection. Concrete sample(s) obtained: (5) per set, (6) set(s), (30) total. See attached. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed structural masonry inspection for grout placement. Grout sample(s) obtained: (4) per set, (1) set(s), (4) total. See attached. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Enea Mushi reported to Nicholas Hull with PMA Consulting at the jobsite. Performed floor flatness and floor levelness inspection. See attached. The work observed was, to the best of Arsene's, Enea's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. December 1, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Marcus Glynn picked up (30) concrete cylinders and (8) grout samples from the jobsite. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas December 2, 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, (6) set(s), (30) total. See attached. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed structural masonry inspection for grout placement. Grout sample(s) obtained: (4) per set, (1) set(s), (4) total. See attached. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Enea Mushi reported to Nicholas Hull with PMA Consulting at the jobsite. Performed floor flatness and floor levelness inspection. Enea Mushi performed floor flatness and floor levelness inspection. See attached. The work observed was, to the best of Arsene's, Enea's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. December 3, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Alex Dzengeleski picked up (30) concrete cylinders and (4) grout samples from the jobsite. 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 12-12-2021 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 November 29, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 47°F Permit No. : Plans Dated: 09/23/2021 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 11-29-2021 Date Enea Mushi Project Manager 12-06-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , Excavator. No samples taken. Density Std (DS): 2494 Moisture Std (MS): 473 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Light poles by Admin Road and catch base south of 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: Plate compactor Excavation: Excavator 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 Light poles 6 -2 1 110.3 6.6 95 Pass 2 Light poles 6 -1 1 110.7 6.1 96 Pass 3 Catch base 6 -1 1 111.5 5.8 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 November 29, 2021 Time In: 11:00 Time Out: 12:00 Weather: Sunny Temperature: 47°F Permit No. : Plans Dated: 09/07/2021 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 11-29-2021 Date Enea Mushi Project Manager 12-06-2021 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 L2 slab on metal deck at Building B entire deck. Work complete. Reference detail R-05. 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 November 30, 2021 Time In: 07:00 Time Out: 12:00 Weather: Sunny Temperature: 33°F Permit No. : Plans Dated: 08/26/2021 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 11-30-2021 Date Enea Mushi Project Manager 12-06-2021 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 2, slab on metal deck at Building B (mix no. 4000, design strength of 4000 psi at 28 days, specified slump from 5 to 9 in., specified air content from 0% to 3%, and 209 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Pump 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 7.0 64 36 1.8 149.5 69 H.8/b15.5 5 6:38 AM 7:26 AM Silverback 2250 3 2 6.75 64 36 1.6 150.3 59 L/b18 5 7:17 AM 7:43 AM Silverback 1710 54 3 6.75 64 36 1.6 150.3 59 L/b18 5 7:17 AM 7:43 AM Silverback 1710 54 4 6.5 64 37 2.0 149.7 72 M/b23 5 8:07 AM 8:40 AM Silverback 1710 59 5 6.5 64 37 2.0 149.7 64 M/b23 5 8:07 AM 8:40 AM Silverback 1710 59 6 6.0 67 37 2.2 150.2 72 N.3/a20 5 8:58 AM 9:46 AM Silverback 3270 3 30 Total Additional Notes: Building D slab on metal deck.rnSet 3 and 5 (taken with 2 and 4) cured outside the curing box on the metal deck per PMA request. Referenced Details: Mix Design 4000 DNA-3/4 Design Concrete 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: Masonry Grout Placement Pg. 1 of 1 November 30, 2021 Time In: 11:00 Time Out: 12:00 Weather: Sunny Temperature: 33°F Permit No. : Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of Grout, mix design #3000, 3000 PSI at 28 days, for the 12" and 12" CMU wall, low-lift height 6 courses. Cleanouts were used, cells are clean and acceptable. consolidated by mechanical vibration. wall(s) at Level 1 at gridlines Building A. Set No.Slump (in.)Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 NA NA 37 Auditorium seating between a6-a7 4 1 set of Grout Box(s) for a total of 4 samples Referenced Details: 1-4WET- Fine Grout Mix Additional Notes: Grout placed on CMU blocks in building A auditorium seats. Plans Dated: 07/02/2021 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. Even with 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 11-30-2021 Date Enea Mushi Project Manager 12-06-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas NYk 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 November 30, 2021 Time In: 12:00 Time Out: 15:00 Weather: Sunny Temperature: 33°F Permit No. : Plans Dated: 09/23/2021 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 11-30-2021 Date Enea Mushi Project Manager 12-06-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , Excavator. No samples taken. Density Std (DS): 2492 Moisture Std (MS): 470 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Light poles North of building D 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: Plate compactor Excavation: Excavator 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 Light poles 6 -2 1 110.7 6.4 96 Pass 2 Light poles 6 -1 1 111.1 6.5 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: Enea Mushi Inspection Type: Floor Flatness and Floor Levelness Pg. 1 of 1 November 30, 2021 Time In: 18:00 Time Out: 22:00 Weather: Cloudy Temperature: 35°F Permit No. : Plans Dated: 01/19/2021 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: Enea Mushi Inspector 11-30-2021 Date Joe Francisco Field Supervisor 12-06-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Enea Mushi reported to Nicholas Hull with PMA Consulting at the jobsite. Performed floor flatness and floor levelness testing on Slab on Metal Deck on Level 2 at Line B12-B24, Row H-P placed on 11-30-2021, per ASTM E1155-96 (2008) specifications. Floor flatness (FF) requirement: 30; floor flatness (FF) local minimum requirement: 24; and floor levelness (FL) requirement: N/A. FF measurements met local minimum requirements. FL measurements met local minimum requirements. Measurements were performed in general accordance with ASTM E1155-96 (2008). x TESTING x INSPECTION x ENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 423-3428 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office November 30, 2021 PMA Consultants Attn: Mitch Miller 296 Station Ave South Yarmouth MA 02664 Job No.: 5951 Job Name: Dennis Yarmouth Middle School Permit #: Dear Mr. Miller, In accordance with your authorization, floor flatness tests were performed on the Slab on metal deck, First Floor Part C, Line B12-B24, Row H-P, for the concrete placement on 11/30/2021. An Allen Face and Company D-Meter Model 1610, S/N 0324 was used. Measurements were performed in general accordance with ASTM E1155 – 2008 and Project Manual, Section 033000 Cast-in-Place Concrete. Summary of the test performed is outlined below Overall Location Level 2 – Part C Section (Approximate grid lines) Line B12-B24, Row H-P Date Measured 11/30/2021 Measured Section Area 19,00 sq. ft. Type of Run Selection Perpendicular Measured FF 35.2 Floor Flatness (FF) Requirement 35 The measured FF this placement is 35.2 Attached are the sketches of runs measured, project summary and section summaries. If you have any inquiries or require additional information, please contact our office. ______________________________________________ Enea Mushi Senior Project Manager x TESTING x INSPECTION x ENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office 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 December 1, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 40°F Permit No. : Plans Dated: 09/23/2021 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 12-01-2021 Date Enea Mushi Project Manager 12-06-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , Excavator. No samples taken. Density Std (DS): 2488 Moisture Std (MS): 471 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Lightpoles North East of D, East of C 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: Plate compactor Excavation: Excavator 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 Light poles 6 -2 1 110.7 6.4 96 Pass 2 Light poles 6 -1 1 111.1 6.5 96 Pass 'DLO\3LFN8S5HSRUW -RE1XPEHU3URMHFW1DPH )HQDJK 5HSUHVHQWDWLYH'DWH &\OLQGHUV 6KRWFUHWH *URXW 0RUWDU *URXW&XEHV 3ULVPV 37&DEOHV )LUHSURRILQJ6DPSOHV 6RLO6DPSOHV 5HEDU6DPSOHV 6WHHO3ODWHV 2WKHU $GGLWLRQDO&RPPHQWV -RE6LWH6KRS %DWFK 3ODQW4XDUU\2WKHUBBBBBBBB &XUH%R[7HPSBBBBBB+LJK/RZ7HPSBBBBBBBB2XWVLGH7HPSBBBBBB ĞŶŶŝƐzĂƌŵŽƵƚŚDŝĚĚůĞ^ĐŚŽŽů ϱϵϱϭ DĂƌĐƵƐ'ůǇŶŶ ϭϮͬϬϭͬϮϬϮϭ ■ ϴϮ ϰϴ ϯϬ ϮďŽǆĞƐŽĨϰ 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 December 2, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 47°F Permit No. : Plans Dated: 08/26/2021 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 12-02-2021 Date Enea Mushi Project Manager 12-06-2021 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, slab on grade at Building B Gym (mix no. 3000DNA, design strength of 3000 psi at 28 days, specified slump from 5 to 9 in., specified air content from 0% to 3%, and 309 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Pump 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 63 47 1.4 148.4 63 P.6/b28 5 6:34 AM 7:41 AM Silverback 2255 7 2 6.75 63 47 1.7 148.8 65 N/b28 5 6:43 AM 8:05 AM Silverback 1711 2 3 6.5 63 49 2.7 149.6 83 M.3/b31 5 8:04 AM 8:40 AM Silverback 1711 8 4 6.5 63 49 2.0 149.0 65 L/b27 5 9:02 AM 9:36 AM Silverback 3275 4 5 6.25 64 49 2.1 150.2 59 K.8/b29 5 9:25 AM 9:50 AM Silverback 3275 6 6 5.5 64 50 2.1 149.9 59 J.3/b27 5 11:12 AM 12:05 AM Silverback 3276 2 30 Total Additional Notes: Building B slab on grade. The gym Referenced Details: Mix Design 3000 DNA-3/4 Design Concrete 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: Masonry Grout Placement Pg. 1 of 1 December 2, 2021 Time In: 12:00 Time Out: 13:00 Weather: Sunny Temperature: 47°F Permit No. : Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of Grout, mix design #3000, 3000 PSI at 28 days, for the 12" and 12" CMU wall, high-lift height 14 courses. Cleanouts were used, cells are clean and acceptable. consolidated by mechanical vibration. wall(s) at Level 1 at gridlines Building C. Set No.Slump (in.)Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 NA NA 47 F-G/c7-9 4 1 set of Grout Box(s) for a total of 4 samples Referenced Details: 1-4WET- Fine Grout Mix Additional Notes: Grout placed on CMU blocks for the elevator shaft in building C.rnRebar inspected as well. Plans Dated: 07/02/2021 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. Even with 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 12-02-2021 Date Enea Mushi Project Manager 12-06-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas NYk 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 December 2, 2021 Time In: 12:00 Time Out: 15:00 Weather: Sunny Temperature: 47°F Permit No. : Plans Dated: 09/23/2021 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 12-02-2021 Date Enea Mushi Project Manager 12-06-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , Excavator. No samples taken. Density Std (DS): 2486 Moisture Std (MS): 477 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: 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: Plate compactor Excavation: Excavator 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 1N.4/b21 6 0 1 111.6 6.5 96 Pass 2N.4/b19 6 0 1 111.2 6.1 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: Enea Mushi Inspection Type: Floor Flatness and Floor Levelness Pg. 1 of 1 December 2, 2021 Time In: 16:30 Time Out: 19:30 Weather: Sunny Temperature: 39°F Permit No. : Plans Dated: 01/19/2021 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: Enea Mushi Inspector 12-02-2021 Date Joe Francisco Field Supervisor 12-06-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Enea Mushi reported to Nicholas Hull with PMA Consulting at the jobsite. Performed floor flatness and floor levelness testing on Slab on Grade on Level 1 at Line P2-P.9, Row B27-B32 placed on 12-02-2021, per ASTM E1155-96 (2008) specifications. Floor flatness (FF) requirement: 35; floor flatness (FF) local minimum requirement: 24; and floor levelness (FL) requirement: 25. FF measurements met local minimum requirements. FL measurements met local minimum requirements. Measurements were performed in general accordance with ASTM E1155-96 (2008). x TESTING x INSPECTION x ENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 423-3428 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office December 3, 2021 PMA Consultants Attn: Mitch Miller 296 Station Ave South Yarmouth MA 02664 Job No.: 5951 Job Name: Dennis Yarmouth Middle School Permit #: Dear Mr. Miller, In accordance with your authorization, floor flatness tests were performed on the Slab on metal deck, First Floor Part B, Line P2-P.9, Row B27-B32, for the concrete placement on 12/02/2021. An Allen Face and Company D-Meter Model 1610, S/N 0324 was used. Measurements were performed in general accordance with ASTM E1155 – 2008 and Project Manual, Section 033000 Cast-in-Place Concrete. Summary of the test performed is outlined below The measured FF and FL this placement is 40.2 and 25.6 If you have any inquiries or require additional information, please contact our office. ______________________________________________ Enea Mushi Senior Project Manager Overall Location Level 1 SOG – Part B Section (Approximate grid lines) Line P2-P.9, Row B27-B32 Date Measured 12/02/2021 Measured Section Area 1,969 sq. ft. Type of Run Selection Perpendicular Measured FF 40.2 Floor Flatness (FF) Requirement 35 Floor Flatness (FF) Minimum Requirement 24 Measured FL 25.6 Floor Levelness (FL) Requirement 25 Floor Levelness (FL) Minimum Requirement 17 _______________________________________ x TESTING x INSPECTION x ENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Enea Mushi Inspection Type: Floor Flatness and Floor Levelness Pg. 1 of 1 December 2, 2021 Time In: 16:30 Time Out: 19:30 Weather: Sunny Temperature: 39°F Permit No. : Plans Dated: 01/19/2021 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: Enea Mushi Inspector 12-02-2021 Date Joe Francisco Field Supervisor 12-06-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Enea Mushi reported to Nicholas Hull with PMA Consulting at the jobsite. Performed floor flatness and floor levelness testing on Slab on Grade on Level 1 at Line J.6-P.1, Row B24-B33 placed on 12-02-2021, per ASTM E1155-96 (2008) specifications. Floor flatness (FF) requirement: 35; floor flatness (FF) local minimum requirement: 24; and floor levelness (FL) requirement: 25. FF measurements met local minimum requirements. FL measurements met local minimum requirements. Measurements were performed in general accordance with ASTM E1155-96 (2008). x TESTING x INSPECTION x ENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 423-3428 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office December 2, 2021, 2021 PMA Consultants Attn: Mitch Miller 296 Station Ave South Yarmouth MA 02664 Job No.: 5951 Job Name: Dennis Yarmouth Middle School Permit #: Dear Mr. Miller, In accordance with your authorization, floor flatness tests were performed on the Slab on metal deck, First Floor Part B, Line J.6-P.1, Row B24-B33, for the concrete placement on 12/02/2021. An Allen Face and Company D-Meter Model 1610, S/N 0324 was used. Measurements were performed in general accordance with ASTM E1155 – 2008 and Project Manual, Section 033000 Cast-in-Place Concrete. Summary of the test performed is outlined below The measured FF and FL this placement is 45.9 and 27.7 If you have any inquiries or require additional information, please contact our office. ______________________________________________ Enea Mushi Senior Project Manager Overall Location Level 1 SOG – Part B Section (Approximate grid lines) Line J.6-P.1, Row B24-B33 Date Measured 12/02/2021 Measured Section Area 12,569 sq. ft. Type of Run Selection Perpendicular Measured FF 45.9 Floor Flatness (FF) Requirement 35 Floor Flatness (FF) Minimum Requirement 24 Measured FL 27.7 Floor Levelness (FL) Requirement 25 Floor Levelness (FL) Minimum Requirement 17 ______________________________________ x TESTING x INSPECTION x ENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office 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 December 3, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 50°F Permit No. : Plans Dated: 09/23/2021 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 12-03-2021 Date Enea Mushi Project Manager 12-06-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , Excavator. No samples taken. Density Std (DS): 2482 Moisture Std (MS): 475 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Admin Road 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: Plate compactor Excavation: Excavator 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 Light pole 6 -2 1 111.4 6.3 96 Pass 2 Light pole 6 -1 1 111.1 6.2 96 Pass 'DLO\3LFN8S5HSRUW -RE1XPEHU3URMHFW1DPH )HQDJK 5HSUHVHQWDWLYH'DWH &\OLQGHUV 6KRWFUHWH *URXW 0RUWDU *URXW&XEHV 3ULVPV 37&DEOHV )LUHSURRILQJ6DPSOHV 6RLO6DPSOHV 5HEDU6DPSOHV 6WHHO3ODWHV 2WKHU $GGLWLRQDO&RPPHQWV -RE6LWH6KRS %DWFK 3ODQW4XDUU\2WKHUBBBBBBBB &XUH%R[7HPSBBBBBB+LJK/RZ7HPSBBBBBBBB2XWVLGH7HPSBBBBBB zĂƌŵŽƵƚŚDŝĚĚůĞ^ĐŚŽŽů ϱϵϱϭ ůĞǆϭϮͬϬϮͬϮϬϮϭ ■ Ͳ ϱϱ ϯϬ ϭďŽǆ Ͳ EZ/η ĂƚĞ >ŽĐĂƚŝŽŶ /ŶƐƉĞĐƚŽƌ /ƐƐƵĞZ&/ͬ^ƵďŵŝƚƚĂůEŽ͘ZĞƐŽůǀĞĚ͍;zͬEͿ ^ƵďͬŽŶƚƌĂĐƚŽƌ ĂƚĞZĞƐŽůǀĞĚ ŽŵŵĞŶƚϭ ϳͬϮϭͬϮϬϮϭ tĂůů͗ͬĚϯ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϬͬϮϬϮϭ^Ğƚϭсϭ͕ϴϲϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^ĞƚϭсϮ͕ϴϬϬƉƐŝ^ĞƚϭсϮ͕ϵϬϬƉƐŝ^Ğƚϭсϯ͕ϰϴϬƉƐŝϮϴĚĂǇĂǀĞƌĂŐĞсϯ͕ϬϲϬƉƐŝϮ ϳͬϮϴͬϮϬϮϭ &ŽŽƚŝŶŐ͗ϭϲͬ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͗>Ăď>ŽŐEŽ͗͘ϭϱϱϭϵ;ϮϳϰϰͲϮϳϰϱͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^Ğƚϭсϯ͕ϯϱϬƉƐŝ^Ğƚϭсϯ͕ϱϬϬƉƐŝ^Ğƚϭсϯ͕ϲϮϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϵͬϮϮͬϮϬϮϭ^ĞƚϭсƉƐŝϯ ϳͬϯϬͬϮϬϮϭ&ŽŽƚŝŶŐƐ^Ğƚηϭ͗ŽůƵŵŶůŝŶĞͬZŽǁ͗͘ϯͬĐϭϭϲ^ĞƚηϮŽůƵŵŵůŝŶĞͬZŽǁĐϱͬ,ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϮϴĚĂǇďƌĞĂŬϬϴͬϮϳͬϮϬϮϭ^Ğƚϭсϯ͕ϬϳϬƉƐŝ^Ğƚϭсϯ͕ϯϯϬƉƐŝ^Ğƚϭсϯ͕ϰϯϬƉƐŝ^ĞƚϮсϯ͕ϯϯϬƉƐŝ^ĞƚϮсϯ͕ϱϮϬƉƐŝ^ĞƚϮсϯ͕ϱϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϵͬϮϰͬϮϬϮϭ^Ğƚηϭсϯ͕ϳϮϬƉƐŝ^ĞƚηϮсϯ͕ϲϳϬƉƐŝϰ ϴͬϯͬϮϬϮϭ&ŽŽƚŝŶŐƐ͗ůĞǀĂƚŽƌƉŝƚĨŽƵŶĚĂƚŝŽŶƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϲϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^Ğƚϭсϯ͕ϭϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϵͬϮϴͬϮϬϮϭ^Ğƚϭсϯ͕ϯϯϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝ^Ğƚϭсϯ͕ϳϬϬƉƐŝϱϲĚĂǇĂǀĞƌĂŐĞƐĞƚϭсϯ͕ϱϭϬƉƐŝϱ ϴͬϲͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚƵŝůĚŝŶŐĂŶĚͲͬĐϮƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϯͬϮϬϮϭ^ĞƚϭсϮ͕ϵϴϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϯͬϮϬϮϭ^Ğƚϭсϯ͕ϭϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϮϯϬƉƐŝ^Ğƚϭсϯ͕ϰϬϬƉƐŝϲ ϴͬϲͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚƵŝůĚŝŶŐĂŶĚͲ:͘ϳͬďϮϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϯͬϮϬϮϭ^ĞƚϮсϮ͕ϯϵϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϯͬϮϬϮϭ^ĞƚϮсϯϯϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϴͬϮϬϮϭ^ĞƚϭсƉƐŝϳ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗W͘ϭͬďϯϯƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϭϳĚĂǇďƌĞĂŬϬϴͬϯϬͬϮϬϮϭ^Ğƚϭсϯ͕ϬϵϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^Ğƚϭсϯ͕ϰϲϬƉƐŝ^Ğƚϭсϯ͕ϱϭϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϴ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗:͘ϯͬďϮϰƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϬͬϮϬϮϭ^ĞƚϭсϮ͕ϯϮϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϴϰϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝ ϵ ϴͬϮϬͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚ&ŽƵŶĚĂƚŝŽŶ͗tĂůů͗,ͬĐϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͗>Ăď>ŽŐEŽ͗͘ϭϱϴϲϬ;ϯϬϮϰͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϳͬϮϬϮϭ^ĞƚϭсϮ͕ϴϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϳͬϮϬϮϭ^Ğƚϭсϯ͕ϰϰϬƉƐŝ^Ğƚϭсϯ͕ϱϬϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϭϱͬϮϬϮϭ^Ğƚϭсϯ͕ϵϮϬƉƐŝ^Ğƚϭсϰ͕ϬϮϬƉƐŝϭϬ ϵͬϯͬϮϬϮϭ >ĞǀĞůϭtĂůů͖hͬĂϱ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϬϲϳ;ϯϭϮϯͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϬϱϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϭͬϮϬϮϭ^Ğƚϭсϯ͕ϭϬϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϮϵͬϮϬϮϭ^Ğƚϭсϯ͕ϱϭϬƉƐŝ^Ğƚϭсϯ͕ϲϯϬƉƐŝ^Ğƚϭсϯ͕ϲϲϬƉƐŝϭϭ ϵͬϵͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐ͗D͘ϱͬďϭϳƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϭϯϮ;ϯϭϳϱͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϲͬϮϬϮϭ^ĞƚϭсϮ͕ϰϬϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϳͬϮϬϮϭ^Ğƚϭсϯ͕ϰϴϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϬϰͬϮϬϮϭ^Ğƚϭсϰ͕ϬϱϬƉƐŝ^Ğƚϭсϰ͕ϮϰϬƉƐŝϭϮ ϵͬϭϬͬϮϬϮϭ >ĞǀĞůϭ&ŽŽƚŝŶŐ͗>͘ϵͬďϮ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϭϯϯ;ϯϭϳϲͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϳͬϮϬϮϭ^ĞƚϭсϮ͕ϯϯϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϰϱϬƉƐŝ^Ğƚϭсϯ͕ϰϱϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϬϱͬϮϬϮϭ^Ğƚϭсϰ͕ϬϲϬƉƐŝϭϯ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗^ĞƚηϭW͘ϭͬďϯϯ^ĞƚηϮ:͘ϯͬďϮϰƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϱϳϰϱ;ϮϵϰϱͲϮϵϰϲͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϬͬϮϬϮϭ^ĞƚϮсϮ͕ϯϮϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^Ğƚϭсϯ͕ϰϲϬƉƐŝ^Ğƚϭсϯ͕ϱϭϬƉƐŝ^ĞƚϮсϮ͕ϴϰϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϳϲϬƉƐŝ^Ğƚϭсϯ͕ϴϱϬƉƐŝ^ĞƚϮсϯ͕ϮϲϬƉƐŝ^ĞƚϮсϯ͕ϬϯϬƉƐŝ^ĞƚϮсϯ͕ϭϱϬƉƐŝ^Ğƚ Ϯсϯ͕ϮϲϬ ƉƐŝϭϰ ϴͬϭϳͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗^͘ϭͬďϮϳƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϱϳϰϱ;ϮϵϰϱͲϮϵϰϲͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϰͬϮϬϮϭ^ĞƚϭсϮ͕ϱϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϰͬϮϬϮϭ^Ğƚϭсϯ͕ϮϴϬƉƐŝ^Ğƚϭсϯ͕ϰϯϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϭϮͬϮϬϮϭ^Ğƚϭсϰ͕ϬϳϬƉƐŝ^Ğƚϭсϰ͕ϭϭϬƉƐŝϭϱ ϵͬϮϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗WϳͬĂϭϴƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϱϬϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϱ͕ϬϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϱƚŽϴŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰйƚŽϳй͖>Ăď>ŽŐEŽ͗͘ϭϲϮϴϴ;ϯϮϲϰͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϯϬͬϮϬϮϭ^Ğƚϭсϯ͕ϱϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϮϭͬϮϬϮϭ^Ğƚϭсϰ͕ϰϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϭϴͬϮϬϮϭ^Ğƚϭсϰ͕ϴϴϬƉƐŝ^Ğƚϭсϱ͕ϭϮϬƉƐŝ^Ğƚϭсϱ͕ϮϭϬƉƐŝϭϲ ϭϭͬϮͬϮϬϮϭ>ĞǀĞůϭ^ůĂďĂƚƵŝůĚŝŶŐ͗>ŝŶĞͲϭ͕ZŽǁϭͲďĞĨŽƌĞϭϲŶĞĂDƵƐŚŝ DĞĂƐƵƌĞĚ&ůŽŽƌ&ůĂƚŶĞƐƐ͕>ĞǀĞůŶĞƐƐ;ϯϰ͘ϳĂŶĚϭϴ͘ϯͿĚŝĚŶŽƚŵĞĞƚŽǀĞƌĂůůƉƌŽũĞĐƚƌĞƋƵŝƌĞŵĞŶƚ;ϯϱĂŶĚϮϱͿ E DĂƌŐƵĞƌŝƚĞ KZƚŽĚǀŝƐĞ ϭϳ ϵͬϮϳͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚYͲW͘ϳͬĂϭϴ͕ĂϭϴͲϮϰͬtϭϳ͗^ĂŵƉůĞĚΛE͘ϰͬďϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϱϬϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϱ͕ϬϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϱƚŽϴŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰйƚŽϳй͖>Ăď>ŽŐEŽ͗͘ϭϲϯϯϵ;ϯϯϮϯͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϬͬϬϰͬϮϬϮϭ^Ğƚϭсϯ͕ϱϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϮϱͬϮϬϮϭ^Ğƚϭсϰ͕ϭϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϮϮͬϮϬϮϭ^Ğƚϭсϰ͕ϳϬϬƉƐŝϵϬĚĂǇďƌĞĂŬϭϮͬϮϲͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝ^ƚĂƚƵƐ͗tŽƌŬͲŝŶͲWƌŽŐƌĞƐƐ>ĞŐĞŶĚ͗^ƚĂƚƵƐ͗ůŽƐĞĚ^ƚĂƚƵƐ͗KƉĞŶ TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/02/2021 Lab Log No.: 16876 Reviewed by: CJ Martens 12/03/2021 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 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 1 of 4 Truck #: 65 Design Strength (psi): 3,000 @28 days Ticket#: 22202 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building D Location when sampled: A/d2 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):67 50-90 Slump or Spread (in.):6.0 5-9 Unit Wt (#cu ft):149.7 148.2 Air Temperature (ºF):52 >40 Air Content (%):1.2 0-3 Time Sampled:7:25 AM Aggregate Size (in):3/4 3/4 Batch Time:6:52 AM Time in Truck:33 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/09/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/09/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 37,724 3,000 psi Type 2 B 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 53,075 4,220 psi Type 2 C 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 51,783 4,120 psi Type 2 D 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 52,240 4,160 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,170 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/02/2021 Lab Log No.: 16876 Reviewed by: CJ Martens 12/03/2021 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 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 2 of 4 Truck #: 59 Design Strength (psi): 3,000 @28 days Ticket#: 170654 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building D Location when sampled: B/d5 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):67 50-90 Slump or Spread (in.):8.25 5-9 Unit Wt (#cu ft):150.2 148.2 Air Temperature (ºF):52 >40 Air Content (%):1.4 0-3 Time Sampled:7:50 AM Aggregate Size (in):3/4 3/4 Batch Time:7:07 AM Time in Truck:43 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/09/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/09/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 33,019 2,630 psi Type 2 B 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 47,074 3,740 psi Type 2 C 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 46,973 3,740 psi Type 2 D 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 46,809 3,720 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:3,730 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/02/2021 Lab Log No.: 16876 Reviewed by: CJ Martens 12/03/2021 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. 3 of 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 3 of 4 Truck #: 56 Design Strength (psi): 3,000 @28 days Ticket#: 32355 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building D Location when sampled: A/d11 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):68 50-90 Slump or Spread (in.):7.5 5-9 Unit Wt (#cu ft):149.5 148.2 Air Temperature (ºF):53 >40 Air Content (%):1.8 0-3 Time Sampled:9:00 AM Aggregate Size (in):3/4 3/4 Batch Time:8:22 AM Time in Truck:38 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/09/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/09/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 39,880 3,170 psi Type 2 B 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 51,986 4,140 psi Type 2 C 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 53,026 4,220 psi Type 2 D 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 55,341 4,400 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,250 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/02/2021 Lab Log No.: 16876 Reviewed by: CJ Martens 12/03/2021 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. 4 of 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 4 of 4 Truck #: 67 Design Strength (psi): 3,000 @28 days Ticket#: 32361 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building D Location when sampled: C/d14 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):68 50-90 Slump or Spread (in.):7.75 5-9 Unit Wt (#cu ft):149.9 148.2 Air Temperature (ºF):55 >40 Air Content (%):1.7 0-3 Time Sampled:10:15 AM Aggregate Size (in):3/4 3/4 Batch Time:9:30 AM Time in Truck:45 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/09/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/09/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 38,186 3,040 psi Type 2 B 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 48,751 3,880 psi Type 2 C 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 53,082 4,220 psi Type 2 D 28 11/30/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 53,299 4,240 psi Type 5 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,110 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 15 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/05/2021 Lab Log No.: 16974 Reviewed by: CJ Martens 12/03/2021 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 3 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Mix Contractor: Silverback Set: 1 of 3 Truck #: 56 Design Strength (psi): 3,000 @28 days Ticket#: 22265 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building D Location when sampled: A/d15 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):69 50-90 Slump or Spread (in.):6.0 5-9 Unit Wt (#cu ft):149.6 148.2 Air Temperature (ºF):47 >40 Air Content (%):1.7 0-3 Time Sampled:7:12 AM Aggregate Size (in):3/4 3/4 Batch Time:6:27 AM Time in Truck:45 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/12/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/12/2021 Kevin Noel 4.00 8.00 12.57 Fld 34,187 2,720 psi Type 2 B 28 12/03/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 51,099 4,070 psi Type 2 C 28 12/03/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 49,434 3,930 psi Type 2 D 28 12/03/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 51,295 4,080 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,030 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 15 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/05/2021 Lab Log No.: 16974 Reviewed by: CJ Martens 12/03/2021 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 3 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape cod Ready Mix Contractor: Silverback Set: 2 of 3 Truck #: 69 Design Strength (psi): 3,000 @28 days Ticket#: 22267 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building D Location when sampled: D/d19 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):69 50-90 Slump or Spread (in.):8.0 5-9 Unit Wt (#cu ft):150.0 148.2 Air Temperature (ºF):47 >40 Air Content (%):1.9 0-3 Time Sampled:8:28 AM Aggregate Size (in):3/4 3/4 Batch Time:7:42 AM Time in Truck:46 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/12/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/12/2021 Kevin Noel 4.00 8.00 12.57 Fld 35,802 2,850 psi Type 2 B 28 12/03/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 52,037 4,140 psi Type 2 C 28 12/03/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 49,934 3,970 psi Type 2 D 28 12/03/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 48,056 3,820 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:3,980 psi Remarks: TESTING INSPECTION ENGINEERING Field Number: 15 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/05/2021 Lab Log No.: 16974 Reviewed by: CJ Martens 12/03/2021 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. 3 of 3 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape cod Ready Mix Contractor: Silverback Set: 3 of 3 Truck #: 73 Design Strength (psi): 3,000 @28 days Ticket#: 32433 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building D Location when sampled: B/d24 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):68 50-90 Slump or Spread (in.):8.25 5-9 Unit Wt (#cu ft):149.3 148.2 Air Temperature (ºF):50 >40 Air Content (%):2.4 0-3 Time Sampled:9:40 AM Aggregate Size (in):3/4 3/4 Batch Time:9:01 AM Time in Truck:39 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/12/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/12/2021 Kevin Noel 4.00 8.00 12.57 Fld 32,822 2,610 psi Type 2 B 28 12/03/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 50,246 4,000 psi Type 2 C 28 12/03/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 48,948 3,890 psi Type 2 D 28 12/03/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 49,189 3,910 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:3,930 psi Remarks: TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/03/2021 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 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 1 of 7 Truck #: 56 Design Strength (psi): 3,000 @28 days Ticket#: 22370 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: H/c1 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):62 50-90 Slump or Spread (in.):7.25 5-9 Unit Wt (#cu ft):148.6 148.2 Air Temperature (ºF):40 >40 Air Content (%):1.7 0-3 Time Sampled:7:30 AM Aggregate Size (in):3/4 3/4 Batch Time:6:25 AM Time in Truck:65 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 39,082 3,110 psi Type 2 B 28 12/14/2021 4.00 8.00 12.57 Fld C 28 12/14/2021 4.00 8.00 12.57 Fld D 28 12/14/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,110 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/03/2021 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 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 2 of 7 Truck #: 53 Design Strength (psi): 3,000 @28 days Ticket#: 22373 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: F/c4 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):64 50-90 Slump or Spread (in.):7.5 5-9 Unit Wt (#cu ft):149.4 148.2 Air Temperature (ºF):40 >40 Air Content (%):1.9 0-3 Time Sampled:8:10 AM Aggregate Size (in):3/4 3/4 Batch Time:7:00 AM Time in Truck:70 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 43,045 3,420 psi Type 2 B 28 12/14/2021 4.00 8.00 12.57 Fld C 28 12/14/2021 4.00 8.00 12.57 Fld D 28 12/14/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,420 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/03/2021 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. 3 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 3 of 7 Truck #: 55 Design Strength (psi): 3,000 @28 days Ticket#: 32556 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: F/c9 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):64 50-90 Slump or Spread (in.):7.0 5-9 Unit Wt (#cu ft):148.5 148.2 Air Temperature (ºF):42 >40 Air Content (%):2.2 0-3 Time Sampled:9:07 AM Aggregate Size (in):3/4 3/4 Batch Time:8:33 AM Time in Truck:34 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 46,019 3,660 psi Type 2 B 28 12/14/2021 4.00 8.00 12.57 Fld C 28 12/14/2021 4.00 8.00 12.57 Fld D 28 12/14/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,660 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/03/2021 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. 4 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 4 of 7 Truck #: 60 Design Strength (psi): 3,000 @28 days Ticket#: 32558 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: ?/c11 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):62 50-90 Slump or Spread (in.):9.0 5-9 Unit Wt (#cu ft):149.4 148.2 Air Temperature (ºF):44 >40 Air Content (%):2.5 0-3 Time Sampled:9:28 AM Aggregate Size (in):3/4 3/4 Batch Time:8:58 AM Time in Truck:30 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 31,777 2,530 psi Type 2 B 28 12/14/2021 4.00 8.00 12.57 Fld C 28 12/14/2021 4.00 8.00 12.57 Fld D 28 12/14/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:2,530 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/03/2021 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. 5 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 5 of 7 Truck #: 83 Design Strength (psi): 3,000 @28 days Ticket#: 170885 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: ?/c15 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):60 50-90 Slump or Spread (in.):8.5 5-9 Unit Wt (#cu ft):149.6 148.2 Air Temperature (ºF):44 >40 Air Content (%):2.0 0-3 Time Sampled:10:22 AM Aggregate Size (in):3/4 3/4 Batch Time:9:41 AM Time in Truck:41 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 34,158 2,720 psi Type 5 B 28 12/14/2021 4.00 8.00 12.57 Fld C 28 12/14/2021 4.00 8.00 12.57 Fld D 28 12/14/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:2,720 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/03/2021 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. 6 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 6 of 7 Truck #: 60 Design Strength (psi): 3,000 @28 days Ticket#: 32566 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: E/c18 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):63 50-90 Slump or Spread (in.):9.0 5-9 Unit Wt (#cu ft):148.7 148.2 Air Temperature (ºF):46 >40 Air Content (%):2.2 0-3 Time Sampled:11:37 AM Aggregate Size (in):3/4 3/4 Batch Time:10:43 AM Time in Truck:54 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 33,430 2,660 psi Type 2 B 28 12/14/2021 4.00 8.00 12.57 Fld C 28 12/14/2021 4.00 8.00 12.57 Fld D 28 12/14/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:2,660 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/03/2021 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. 7 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 7 of 7 Truck #: 55 Design Strength (psi): 3,000 @28 days Ticket#: 32571 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: G/c19 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):64 50-90 Slump or Spread (in.):9.0 5-9 Unit Wt (#cu ft):148.8 148.2 Air Temperature (ºF):47 >40 Air Content (%):2.4 0-3 Time Sampled:12:26 PM Aggregate Size (in):3/4 3/4 Batch Time:11:41 AM Time in Truck:45 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 35,888 2,860 psi Type 5 B 28 12/14/2021 4.00 8.00 12.57 Fld C 28 12/14/2021 4.00 8.00 12.57 Fld D 28 12/14/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:2,860 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17087 (3651) Reviewed by: CJ Martens 12/03/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, 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 #: 3000 Supplier: Spec. Mix Contractor: Set: 1 of 1 Truck #:Design Strength (psi): 3,000 @28 days Ticket#: Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Wall Location: Onsite Location for overall pour: Location when sampled: Building A Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):50-90 Slump (in.):NA N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):42 >40 Air Content (%):N/A Time Sampled: Aggregate Size (in):N/A Batch Time: Time in Truck:<90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 11/23/2021 Luis Soto Soldevilla 3.46 3.42 6.71 11.83 27,254 2,300 psi B 28 12/14/2021 C 28 12/14/2021 D 28 12/14/2021 7 Day Avg.:2300 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/17/2021 Lab Log No.: 17118 (3679) Reviewed by: CJ Martens 12/03/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, 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 #: 3000 Supplier:Contractor: Set: 1 of 1 Truck #:Design Strength (psi): 3,000 @28 days Ticket#: Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Wall Location: Onsite Location for overall pour: Location when sampled: Building A Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):50-90 Slump (in.):NA N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):42 >40 Air Content (%):N/A Time Sampled: Aggregate Size (in):N/A Batch Time: Time in Truck:<90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 11/23/2021 Technician that received: WC Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 11/24/2021 Luis Soto Soldevilla 3.36 3.42 6.81 11.49 24,282 2,110 psi B 28 12/15/2021 C 28 12/15/2021 D 28 12/15/2021 7 Day Avg.:2110 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/03/2021 Client: PMA Date of Sampling: 11/18/2021 Lab Log No.: 17119 (3678) Reviewed by: CJ Martens 12/03/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, 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 #: 3000 Supplier:Contractor: Set: 1 of 1 Truck #:Design Strength (psi): 3,000 @28 days Ticket#: Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Wall Location: Onsite Location for overall pour: Location when sampled: Building A Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):50-90 Slump (in.):NA N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):62 >40 Air Content (%):N/A Time Sampled: Aggregate Size (in):N/A Batch Time: Time in Truck:<90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 11/23/2021 Technician that received: WC Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 11/25/2021 Max Nabulsi 3.36 3.41 6.69 11.46 20,971 1,830 psi B 28 12/16/2021 C 28 12/16/2021 D 28 12/16/2021 7 Day Avg.:1830 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: 12/03/2021 Client: PMA Date of Sampling: 11/18/2021 Lab Log No.: 17120 (3682) Reviewed by: CJ Martens 12/03/2021 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 #: 3000DNA Supplier: Cape Cod Mix Contractor: Silverback Set: 1 of 1 Truck #: 67 Design Strength (psi): 3,000 @28 days Ticket#: 32604 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C-D corridor Location when sampled: D.5/d8 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):64 50-90 Slump or Spread (in.):7.5 5-9 Unit Wt (#cu ft):149.2 148.2 Air Temperature (ºF):66 >40 Air Content (%):1.8 0-3 Time Sampled:10:37 AM Aggregate Size (in):3/4 3/4 Batch Time:10:04 AM Time in Truck:33 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/23/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/25/2021 Max Nabulsi 4.00 8.00 12.57 Fld 42,503 3,380 psi Type 2 B 28 12/16/2021 4.00 8.00 12.57 Fld C 28 12/16/2021 4.00 8.00 12.57 Fld D 28 12/16/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,380 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory