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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2021-11-26Summary Report #26 November 29, 2021 Attn: 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 November 22, 2021 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. Julen Barruetabena picked up (10) 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. November 23, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Tony Paradis reported to Nicholas Hull with PMA at the jobsite. Performed structural steel and welding inspection in the field. See attached. The work observed was, to the best of Arsene's, Tony'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 12-06-2021 Date 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 Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com) Administrative Contact: Gina Salerno (gsalerno@fenaghengineering.com) TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Masonry Grout Placement Pg. 1 of 1 November 22, 2021 Time In: 13:00 Time Out: 15:00 Weather: Rain Temperature: 48°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 2 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 50 T.1/a6 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 11-22-2021 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 22, 2021 Time In: 07:00 Time Out: 13:00 Weather: Rain Temperature: 48°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 11-22-2021 Date Enea Mushi Project Manager 11-29-2021 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): 2498 Moisture Std (MS): 476 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Light poles between Lot 1 and 2 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 -3 1 111.5 7.3 96 Pass 2 Light poles 6 - 2 1 111.3 7.8 96 Pass 3 Light poles 6 -1 1 111.6 7.4 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 :ƵůĞŶĂƌƌƵĞƚĂďĞŹĂ ϭϭͬϮϮͬϮϬϮϭ ■ Ͳ ϱϱ ϭϬ ϮďŽǆĞƐ Ͳ 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 23, 2021 Time In: 09:00 Time Out: 15:00 Weather: Sunny Temperature: 45°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 11-23-2021 Date Enea Mushi Project Manager 11-29-2021 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 in lot 3 and West side 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 1 110.7 6.4 96 Pass 2 Light poles 6 -2 1 110.4 6.6 95 Pass 3 Light poles 6 -1 1 111.1 6.2 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: Tony Paradis Inspection Type: Field Welding Pg. 1 of 2 November 23, 2021 Time In: 10:00 Time Out: 18:30 Weather: Partly Cloudy Temperature: 50°F Permit No. : 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Tony Paradis reported to Nicholas Hull with PMA at the jobsite. Performed structural steel and welding inspection. Reviewed welder qualification documents for the following welders: Welder name ID # Not available, Requested N/A Reviewed the following WPS(s): WPS Number Not available, Requested Materials/Storage : Processes Used: Process Type of electrode/wire Diameter Shielding Gas SMAW E7018 1/8 N/A FCAW E71T-1 unknown unknown Weldments observed consisted of: Weld Type Weld Material to Weld Material from Level Location/Piece No Remarks Ref. Details Single-pass fillet Connection plate Wide flange beam Low roof area A N/b2, plate 27B25 to girder 27B7 Welding Complete RFI #246 Single-pass fillet Diagonal brace Knife plate 2 and roof Bldg C wind brace top connections Welding Complete 1/E31 thru E36 Multi-pass fillet, Flare-bevel goove weld Tube steel beam Tube steel column 1 and 2 Bldg C sunshade H/c1- c21 Welding Complete 5/E38, D- D/E38, F- F/E38 TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Tony Paradis Inspection Type: Field Welding Pg. 2 of 2 November 23, 2021 Time In: 10:00 Time Out: 18:30 Weather: Partly Cloudy Temperature: 50°F Permit No. : Plans Dated: 03/01/2021 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: Tony Paradis Inspector 11-23-2021 Date Enea Mushi Project Manager 11-29-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Tony Paradis reported to Nicholas Hull with PMA at the jobsite. Observed installation of 3/4” A325 TC Snug-Tight high strength bolts on 1 at gridlines H/c1-c21 bldg C. Visually Verified TC Bolts were Fully Tensioned. Additional Notes: VT ok for above mentioned completed welds. Proper WPS's and WPQRs for Stellar Steel Erectors were not available for review. Nicholas with PMA will be forwarding them when he receives them.rnObserved sunshade bolted connections per 3/E38 on Level 1 at above mentioned location. Level 2 has yet to be bolted.rnObserved Cold formed metal framing parapet on bldg C. 18ga studs and top and btm plates, 1 screw through each flange, 8 shot pins connecting studs to each vertical support plate. Referenced Details: RFI #246, E31 thru E38 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: 6 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/23/2021 Client: PMA Date of Sampling: 09/23/2021 Lab Log No.: 16288 (3264) Reviewed by: CJ Martens 11/23/2021 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 1 Information provided by Field Technician Mix #: 5000D Supplier: Cape Cod Ready Mix Contractor: Marguerite Set: 1 of 1 Truck #: 72 Design Strength (psi): 5,000 @28 days Ticket#: 31854 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 A and B Location when sampled: P7/a18 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 8.0 5-8 Unit Wt (#cu ft): 143.6 143.4 Air Temperature (ºF): 72 >40 Air Content (%): 6.1 4-7 Time Sampled: 7:39 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:17 AM Time in Truck: 22 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/24/2021 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 3 09/26/2021 Max Nabulsi 4.00 8.00 12.57 Lab 34,951 2,780 psi Type 2 B 7 09/30/2021 Henry Soares 4.00 8.00 12.57 Lab 44,144 3,510 psi Type 5 C 28 10/21/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 56,247 4,470 psi Type 2 D 56 11/18/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 65,071 5,180 psi Type 2 E 56 11/18/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 61,353 4,880 psi Type 2 F 61 11/23/2021 Max Nabulsi 4.00 8.00 12.57 Lab 65,519 5,210 psi Type 2 FAILS TO MEET DESIGN STRENGTH 61 Day Avg.:5,210 psi Remarks: Low 28-Day indication compression test result. Specimens D-F held for 56 days, E was low, F to be held for 90 days, Client requested break sample E on 11.23.21 at 61 days. 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: 11/23/2021 Client: PMA Date of Sampling: 10/19/2021 Lab Log No.: 16691 (3463) Reviewed by: CJ Martens 11/23/2021 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 #: N/A Design Strength (psi): 3,000 @28 days Ticket#: N/A Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Base Plate Location: Onsite Location for overall pour: Location when sampled: Building C 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): 67 >40 Air Content (%): N/A N/A Time Sampled: Aggregate Size (in): N/A N/A Batch Time: Time in Truck: <90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 10/26/2021 Technician that received: Henry Soares Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 10/26/2021 Henry Soares 3.37 3.41 6.87 11.49 23,642 2,060 psi B 28 11/16/2021 Luis Soto Soldevilla 3.49 3.49 6.75 12.18 43,870 3,600 psi C 28 11/16/2021 Luis Soto Soldevilla 3.40 3.40 6.88 11.56 45,137 3,900 psi D 28 11/16/2021 Luis Soto Soldevilla 3.35 3.40 6.70 11.39 41,427 3,640 psi MEETS DESIGN STRENGTH 28 Day Avg.:3710 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: 11/23/2021 Client: PMA Date of Sampling: 11/09/2021 Lab Log No.: 17011 Reviewed by: CJ Martens 11/23/2021 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: Base Plate Location: Onsite Location for overall pour: Location when sampled: Building B and 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): 59 >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: 11/15/2021 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 11/16/2021 Luis Soto Soldevilla 3.38 3.38 6.72 11.42 44,239 3,870 psi B 28 12/07/2021 C 28 12/07/2021 D 28 12/07/2021 7 Day Avg.:3870 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: 11/24/2021 Client: PMA Date of Sampling: 09/27/2021 Lab Log No.: 16339 (3323) Reviewed by: CJ Martens 11/24/2021 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 #: 5000D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 68 Design Strength (psi): 5,000 @28 days Ticket#: 31894 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 Q-P.7/a18, a18-24/W Location when sampled: N.4/b5 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 6.5 5-8 Unit Wt (#cu ft): 143.7 143.0 Air Temperature (ºF): 75 >40 Air Content (%): 6.7 4-7 Time Sampled: 8:13 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:23 AM Time in Truck: 50 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 10/01/2021 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 10/04/2021 Henry Soares 4.00 8.00 12.57 Lab 44,058 3,510 psi Type 5 B 28 10/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 52,427 4,170 psi Type 2 C 56 11/22/2021 Kevin Noel 4.00 8.00 12.57 Lab 59,038 4,700 psi Type 2 D 90 12/26/2021 4.00 8.00 12.57 Lab E 90 12/26/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH 56 Day Avg.:4,700 psi Remarks: Low 28 & 56-Day indication compression test results. Specimens D & E will be held for 90-Days. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/24/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 11/24/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 1 of 6 Truck #: 55 Design Strength (psi): 4,000 @28 days Ticket#: 22279 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: E/c4 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 9.0 5-9 Unit Wt (#cu ft): 149.8 149.3 Air Temperature (ºF): 53 >40 Air Content (%): 1.5 0-3 Time Sampled: 7:25 AM Aggregate Size (in): 3/4 3/4 Batch Time: 6:33 AM Time in Truck: 52 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 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 11/15/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 51,389 4,090 psi Type 5 B 28 12/06/2021 4.00 8.00 12.57 Fld C 28 12/06/2021 4.00 8.00 12.57 Fld D 28 12/06/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:4,090 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/24/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 11/24/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 2 of 6 Truck #: 72 Design Strength (psi): 4,000 @28 days Ticket#: 32449 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: H/c2 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): 150.1 149.3 Air Temperature (ºF): 53 >40 Air Content (%): 2.0 0-3 Time Sampled: 9:18 AM Aggregate Size (in): 3/4 3/4 Batch Time: 8:44 AM Time in Truck: 34 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 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 11/15/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 44,388 3,530 psi Type 2 B 28 12/06/2021 4.00 8.00 12.57 Fld C 28 12/06/2021 4.00 8.00 12.57 Fld D 28 12/06/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,530 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/24/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 11/24/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 3 of 6 Truck #: 57 Design Strength (psi): 4,000 @28 days Ticket#: 32452 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: D.5/c6 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 9.0 5-9 Unit Wt (#cu ft): 150.7 149.3 Air Temperature (ºF): 54 >40 Air Content (%): 1.7 0-3 Time Sampled: 10:26 AM Aggregate Size (in): 3/4 3/4 Batch Time: 9:39 AM Time in Truck: 47 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 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 11/15/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 38,656 3,080 psi Type 2 B 28 12/06/2021 4.00 8.00 12.57 Fld C 28 12/06/2021 4.00 8.00 12.57 Fld D 28 12/06/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,080 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/24/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 11/24/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 4 of 6 Truck #: 72 Design Strength (psi): 4,000 @28 days Ticket#: 32456 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: G/c12 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 8.75 5-9 Unit Wt (#cu ft): 149.5 149.3 Air Temperature (ºF): 55 >40 Air Content (%): 2.3 0-3 Time Sampled: 11:01 AM Aggregate Size (in): 3/4 3/4 Batch Time: 10:24 AM Time in Truck: 37 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 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 11/15/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 46,171 3,670 psi Type 2 B 28 12/06/2021 4.00 8.00 12.57 Fld C 28 12/06/2021 4.00 8.00 12.57 Fld D 28 12/06/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,670 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/24/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 11/24/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 5 of 6 Truck #: 64 Design Strength (psi): 4,000 @28 days Ticket#: 32458 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: F/c116 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 7.5 5-9 Unit Wt (#cu ft): 150.1 149.3 Air Temperature (ºF): 54 >40 Air Content (%): 1.6 0-3 Time Sampled: 11:33 AM Aggregate Size (in): 3/4 3/4 Batch Time: 10:50 AM Time in Truck: 43 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 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 11/15/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 36,210 2,880 psi Type 2 B 28 12/06/2021 4.00 8.00 12.57 Fld C 28 12/06/2021 4.00 8.00 12.57 Fld D 28 12/06/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:2,880 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/24/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 11/24/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 6 of 6 Truck #: 83 Design Strength (psi): 4,000 @28 days Ticket#: 32463 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: H/c19 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 7.0 5-9 Unit Wt (#cu ft): 149.6 149.3 Air Temperature (ºF): 55 >40 Air Content (%): 1.2 0-3 Time Sampled: 1:00 PM Aggregate Size (in): 3/4 3/4 Batch Time: 11:50 AM Time in Truck: 70 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 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 11/15/2021 4.00 8.00 12.57 Fld 36,940 2,940 psi Type 2 B 28 12/06/2021 4.00 8.00 12.57 Fld C 28 12/06/2021 4.00 8.00 12.57 Fld D 28 12/06/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:2,940 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/25/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/25/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 1 of 6 Truck #: 56 Design Strength (psi): 4,000 @28 days Ticket#: 32278 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: A/d4 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 68 50-90 Slump or Spread (in.): 6.5 6-10 Unit Wt (#cu ft): 149.7 149.3 Air Temperature (ºF): 51 >40 Air Content (%): 1.5 0-3 Time Sampled: 7:25 AM Aggregate Size (in): 3/4 3/4 Batch Time: 6:41 AM Time in Truck: 44 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 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 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 45,807 3,640 psi Type 5 B 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 67,425 5,360 psi Type 2 C 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 67,688 5,380 psi Type 2 D 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 65,351 5,200 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:5,310 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/25/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/25/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 2 of 6 Truck #: 59 Design Strength (psi): 4,000 @28 days Ticket#: 32282 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: C/d4 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 67 50-90 Slump or Spread (in.): 7.0 6-10 Unit Wt (#cu ft): 150.2 149.3 Air Temperature (ºF): 51 >40 Air Content (%): 1.3 0-3 Time Sampled: 8:10 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:37 AM Time in Truck: 33 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 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 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 51,363 4,090 psi Type 2 B 28 11/25/2021 4.00 8.00 12.57 Fld 72,073 5,730 psi Type 2 C 28 11/25/2021 4.00 8.00 12.57 Fld 71,366 5,680 psi Type 2 D 28 11/25/2021 4.00 8.00 12.57 Fld 71,336 5,680 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:5,700 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/25/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/25/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 3 of 6 Truck #: 65 Design Strength (psi): 4,000 @28 days Ticket#: 32286 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: B/d15 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 7.5 6-10 Unit Wt (#cu ft): 149.5 149.3 Air Temperature (ºF): 51 >40 Air Content (%): 1.7 0-3 Time Sampled: 8:42 AM Aggregate Size (in): 3/4 3/4 Batch Time: 8:15 AM Time in Truck: 27 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 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 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 47,591 3,790 psi Type 2 B 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 67,448 5,370 psi Type 2 C 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 70,062 5,570 psi Type 2 D 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 64,969 5,170 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:5,370 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/25/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/25/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 4 of 6 Truck #: 83 Design Strength (psi): 4,000 @28 days Ticket#: 32290 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: D/d15 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 8.5 6-10 Unit Wt (#cu ft): 149.9 149.3 Air Temperature (ºF): 55 >40 Air Content (%): 1.8 0-3 Time Sampled: 9:30 AM Aggregate Size (in): 3/4 3/4 Batch Time: 9:04 AM Time in Truck: 26 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 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 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 43,950 3,500 psi Type 2 B 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 58,998 4,690 psi Type 3 C 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 56,488 4,490 psi Type 3 D 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 58,600 4,660 psi Type 3 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,610 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/25/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/25/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 5 of 6 Truck #: 68 Design Strength (psi): 4,000 @28 days Ticket#: 902718 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: B/d21 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 71 50-90 Slump or Spread (in.): 8.0 6-10 Unit Wt (#cu ft): 150.6 149.3 Air Temperature (ºF): 56 >40 Air Content (%): 1.4 0-3 Time Sampled: 10:30 AM Aggregate Size (in): 3/4 3/4 Batch Time: 9:42 AM Time in Truck: 48 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 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 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 50,257 4,000 psi Type 2 B 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 72,484 5,770 psi Type 3 C 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 72,838 5,790 psi Type 3 D 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 71,862 5,720 psi Type 3 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:5,760 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/25/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/25/2021 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 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 6 of 6 Truck #: 62 Design Strength (psi): 4,000 @28 days Ticket#: 32296 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: C/d23 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 71 50-90 Slump or Spread (in.): 8.0 6-10 Unit Wt (#cu ft): 150.0 149.3 Air Temperature (ºF): 55 >40 Air Content (%): 2.0 0-3 Time Sampled: 11:27 AM Aggregate Size (in): 3/4 3/4 Batch Time: 10:27 AM Time in Truck: 60 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 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 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 51,227 4,080 psi Type 2 B 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 70,045 5,570 psi Type 2 C 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 72,068 5,730 psi Type 2 D 28 11/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 73,046 5,810 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:5,700 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory.