The URL can be used to link to this page

Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2021-12-31Summary Report #31 January 3, 2022 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.: December 27, 2021 Eric Pittman reported to Nick Hull with PMA at the jobsite. Performed structural masonry inspection for grout placement. Grout sample(s) obtained: () per set, (1) set(s), (0) total. See attached. Eric Pittman reported to Nick Hull with PMA at the jobsite. Performed cold form metal framing inspection. See attached. The work observed was, to the best of Eric's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. December 28, 2021 Eric Pittman reported to Nick Hull with PMA at the jobsite. Performed structural masonry inspection for See attached. Eric Pittman reported to Nick Hull with PMA at the jobsite. Performed observation of earthwork activities. No Samples Taken. See attached. The work observed was, to the best of Eric's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. December 29, 2021 Abdulwahab Abulgasem reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. No Samples Taken. See attached. The work observed was, to the best of Abdulwahab'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. TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas 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 01-07-2022 Date 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: Eric Pittman Inspection Type: Masonry Grout Placement Pg. 1 of 1 December 27, 2021 Time In: 13:00 Time Out: 16:00 Weather: Cloudy Temperature: 41°F Permit No. : Eric Pittman reported to Nick Hull with PMA at the jobsite. Observed placement of Rebar and grout, mix design #2500, Spec mix PSI at 28 days, for the 8" CMU wall, low-lift height 11-16 courses. consolidated by rodding. elevator shaft at Level 2 at gridlines L-K.8/b21-b22. Set No.Slump (in.)Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 1 set of Grout Box(s) for a total of 0 samples Referenced Details: Project structural plans and specifications Additional Notes: #5 vertical rebar installed at 32" OC with additional rebar at corners and jambs. 9 gauge joint reinforcement installed at 16" OC with pre-formed corners and overlapping joints. A continuous bond beam with 2 #5 rebar at 8' height. Door lintel has 16" deep double bond beams with 4 #5. 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. 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: Eric Pittman Inspector 12-27-2021 Date Enea Mushi Project Manager 12-30-2021 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 Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Eric Pittman Inspection Type: Cold formed metal framing, exterior walls Pg. 1 of 1 December 27, 2021 Time In: 08:00 Break: 12:00-12:30 Time Out: 13:00 Weather: Cloudy Temperature: 41°F Permit No. : Plans Dated: 03/01/2022 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: Eric Pittman Inspector 12-27-2021 Date Enea Mushi Project Manager 12-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Eric Pittman reported to Nick Hull with PMA at the Jobsite . Inspection of building C walls, reinspection of building D walls, and inspection of the building A curved wall in a12-a14/U-P on the roof level was requested by PMA. Additional Notes: Regarding the building A curved wall on the roof, this was incomplete. Bracing was not installed on the interior side and screws connecting studs to bottom track were not installed at the interior side. Regarding reinspection in building D, missing work was noted to be installed at all locations it remained visible. Some required bracing remains to be installed in the connector halls, D.1-E/d5-d20. Regarding building C, the north and south walls are noted as complete per plans and submittals on both levels--however, the sunshade supports detail on the south wall is different, with the jamb studs being continous at most locations and a multi-ply fire treated plywood jambs liner installed over and around the sunshade outrigger. The building C east and west walls are incomplete Regarding bracing and top track fastening. Referenced Details: Approved submittal 05 4000 -07.3 (12-14-2021). Structural and architectural plans TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Eric Pittman Inspection Type: Masonry CMU Block Placement Pg. 1 of 1 December 28, 2021 Time In: 12:00 Time Out: 14:00 Weather: Mist Temperature: 51°F Permit No. : Eric Pittman reported to Nick Hull with PMA at the jobsite. Observed placement of 8" units and rebar, #5 at 8'” O.C. horizontal and #5 at 32” O.C. vertical, constructed with Spec mix Type S mortar, Top of wall courses, elevator shaft at Roof, gridlines L-K.8/b21-b22. Work complete. Reference details Project structural plans. Additional Notes: #5 vertical rebar installed at 32" OC with additional rebar at corners and jambs. 9 gauge joint reinforcement installed at 16" OC with pre-formed corners and overlapping joints. A continuous bond beam with 2 #5 rebar is installed at top of wall at roof penthouse. All vertical and horizontal rebar is gtouted solid. 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. 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: Eric Pittman Inspector 12-28-2021 Date Enea Mushi Project Manager 01-03-2022 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 Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Eric Pittman Inspection Location: Building A interior backfill Pg. 1 of 1 December 28, 2021 Time In: 14:00 Time Out: 15:00 Weather: Temperature: 51°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: Eric Pittman Inspector 12-28-2021 Date Enea Mushi Project Manager 01-03-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Eric Pittman reported to Nick Hull with PMA at the jobsite. Performed observation of earthwork activities. Understand preparation observed at building A in the area L-S/a7-a11. Sand was placed over and around the electrical conduits. Steel columns were coated below grade with damp-proofing mastic. Process stone (3/4") was placed to the required depths and compacted.. No samples taken. Referenced Details: Project specifications and plans TESTING INSPECTION ENGINEERING Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: N/a Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Abdulwahab Abulgasem Subcontractor: Robert B. Our Co December 29, 2021 Time In: 07:00 Break: 12:00-12:30 Time Out: 15:30 Weather: Cloudy Temperature: 43°F Permit No. : Plans Dated: N/A 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: Abdulwahab Abulgasem Inspector 12-29-2021 Date Enea Mushi Project Manager 01-03-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Abdulwahab Abulgasem reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. they added 1ft of stone in the area of A.17-A.20/K-M.3. No samples taken. 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&ŽŽƚŝŶŐ͗D͘ϱͬďϭϳ ƌƐĞŶĞEƚǁĂůŝ>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^ĞƚϭсƉƐŝϭϴ ϭϮͬϭϲͬϮϬϮϭ>ĞǀĞůϭ͕ĂƌĞĂΛ^͘ϭͲ^͘ϱͬďϭϭďŽƚƚŽŵƐŽŶůǇ͗>ĞǀĞůϭϲΛ<͘ϵͲEͬďϯϯƐƚĞĞůŐŝƌƚƐ͗>ĞǀĞůůŽǁƌŽŽĨͬŚŝŐŚƌŽŽĨΛE͘ϵͲ<ͬďϭ͕<ͬďϭͲďϮϮ͕>нW͘ϳͬĂϭϳͲďϮϭ͕>W͘ϳͬĂϭϳнďϮϭ͕sͲs͘ϵͬĂϭϱ͕tͬĂϭͲĂϭϰ͕tͲsͬĂϭ͕sͬĂϭͲĂϮ͕sͲhͬĂϮdŽŶǇWĂƌĂĚŝƐtW^ƐŶŽƚĂǀĂŝůĂďůĞĨŽƌƌĞǀŝĞǁĨŽƌ^ƚĞůůĂƌ^ƚĞĞůƌĞĐƚŽƌƐŽƌhŶŝƚĞĚ^ƚĞĞů͘^ƚĞůůĂƌ^ƚĞĞůhƐĞĚ&tƉƌŽĐĞƐƐŝŶƚŚĞϮ&͕ϰ&͕Ϯ'ĂŶĚϯ'ƉŽƐƐŝƚŝŽŶƐ͘hŶŝƚĞĚ^ƚĞĞůƵƐĞĚƚŚĞ^DtƉƌŽĐĞƐƐŝŶƚŚĞϮ&ƉŽƐƐŝƚŝŽŶ͘ƌŶtWYZƐƌĞĐŝĞǀĞĚĨŽƌ^ƚĞůůĂƌ^ƚĞĞůƌĞĐƚŽƌƐƐŚŽǁŶŽǁĞůĚĞƌƐƋƵĂůŝĨŝĞĚĨŽƌ&tǁĞůĚƐŝŶƚŚĞϰ&Žƌϯ'ƉŽƐŝƚŝŽŶƐ͘E WD KZƚŽĚǀŝƐĞϭϵ ϭϮͬϭϳͬϮϬϮϭ ƚŽƉĂŶĚďŽƚƚŽŵƉůĂƚĞƐ dŽŶǇWĂƌĂĚŝƐŽŶƚƌĂĐƚŽƌŚĂƐĨĂŝůĞĚƚŽŵĂŝŶƚĂŝŶϯͬϰΗŵŝŶŝŵƵŵĚŝƐƚĂŶĐĞĨƌŽŵƐĐƌĞǁƚŽĞĚŐĞŽĨůŝŐŚƚŐĂƵŐĞƐƵƌĨĂĐĞƐĂƐĐĂůůĞĚĨŽƌŝŶ'ĞŶĞƌĂůEŽƚĞϰŽŶ^<Ͳϯ͘E WD KZƚŽĚǀŝƐĞϮϬ ϭϮͬϭϴͬϮϬϮϭ>ĞǀĞůϭDĞƚĂůƉĂŶƐƚĂŝƌƐĂƚƵŝůĚŝŶŐdŽŶǇWĂƌĂĚŝƐ>ŽǁƌĞĂŬ͗Dŝǆη͗ϰϬϬϬ'ZE͗^ůƵŵƉϱͲϵĂŝƌϬͲϯĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗ϰ͕ϬϬϬΛϮϴĚĂǇƐ͗>Ăď>ŽŐEŽ͗͘ϭϳϮϴϮ;ϯϲϴϭͿEWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϭͬϮϱͬϮϬϮϭ^ĞƚϭсϮ͕ϬϲϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϮͬϭϲͬϮϬϮϭ^ĞƚϭсϮ͕ϱϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϭͬϭϯͬϮϬϮϭ^ĞƚϭсƉƐŝϮϭ ϭϮͬϮϭͬϮϬϮϭ ůŽĐĂƚŝŽŶƐĂƚďƵŝůĚŝŶŐĂŶĚ ůĂŬĞDƵůůĞŶƐdŚĞŝƚĞŵƐĂƐůŝƐƚĞĚŚĞƌĞŝŶŚĂǀĞŶŽƚďĞĞŶĂĐĐŽŵƉůŝƐŚĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂƉƉƌŽǀĞĚĚŽĐƵŵĞŶƚƐ͕ƉůĂŶƐĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐ͗EŽ͘ϭϬƐĐƌĞǁŵŝƐƐŝŶŐĂƚŝŶƐŝĚĞůĞŐŽĨƚƌĂĐŬĐŽŶŶĞĐƚŝŽŶƐ͘ŽŶƚƌĂĐƚŽƌƚŽŝŶƐƚĂůůŝŶƐŝĚĞůĞŐŶŽϭϬƐĐƌĞǁƐǁŝƚŚůŝĨƚĂĐĐĞƐƐ͘WŝŶƐĂƚƚǇƉŝĐĂůƉĂƌĂƉĞƚĚĞƚĂŝůǁŝƚŚŝŶƚŚŝƐĂƌĞĂŶŽƚƐƉĂĐĞĚƉƌŽƉĞƌůǇ͘WŝŶƐŝŶƐƚĂůůĞĚĂƚƌĂŶĚŽŵůŽĐĂƚŝŽŶƐŝŶƐƚĞĂĚŽĨϱƉŝŶƐǁŝƚŚŝŶƚŽƉϮΗĂŶĚϰƉŝŶƐǁŝƚŚŝŶďŽƚƚŽŵϮΗ͘E WD KZƚŽĚǀŝƐĞ^ƚĂƚƵƐ͗tŽƌŬͲŝŶͲWƌŽŐƌĞƐƐ>ĞŐĞŶĚ͗^ƚĂƚƵƐ͗ůŽƐĞĚ^ƚĂƚƵƐ͗KƉĞŶ 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: 12/29/2021 Client: PMA Consultants, LLC Date of Sampling: 11/30/2021 Lab Log No.: 17218 (3729) Reviewed by: CJ Martens 12/29/2021 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: Girard & Co. Contractor: Lighthouse Masonry, Inc. 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.): N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 37 >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: 12/06/2021 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 12/07/2021 Luis Soto Soldevilla 3.44 3.40 6.70 11.70 30,480 2,610 psi B 28 12/28/2021 Luis Soto Soldevilla 3.45 3.44 6.33 11.87 67,416 5,680 psi C 28 12/28/2021 Luis Soto Soldevilla 3.36 3.46 6.35 11.63 62,926 5,410 psi D 28 12/28/2021 Luis Soto Soldevilla 3.41 3.41 6.71 11.63 69,022 5,930 psi MEETS DESIGN STRENGTH 28 Day Avg.:5670 Remarks: Received Sample Condition: Acceptable and/or Satisfactory, Box mislabeled by field. 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: 12/29/2021 Client: PMA Consultants, LLC Date of Sampling: 11/30/2021 Lab Log No.: 17219 (3727) Reviewed by: CJ Martens 12/29/2021 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 #: 4000 Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 1 of 1 Truck #: 72 Design Strength (psi): 4,000 @28 days Ticket#: 32703 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 B Location when sampled: N.3/a20 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): 150.2 149.3 Air Temperature (ºF): 37 >40 Air Content (%): 2.2 0-3 Time Sampled: 9:46 AM Aggregate Size (in): 3/4 3/4 Batch Time: 8:58 AM Time in Truck: 48 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 12/06/2021 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 12/07/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 45,546 3,620 psi Type 2 B 28 12/28/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 59,928 4,770 psi Type 2 C 28 12/28/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 60,440 4,810 psi Type 2 D 28 12/28/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 61,111 4,860 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:4,810 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory