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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2022-01-07Summary Report #32 January 10, 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.: -DQXDU\ (ULF3LWWPDQUHSRUWHGWR1LFN+XOOZLWK30$DWWKHMREVLWH3HUIRUPHG$9%DGKHVLRQWHVWLQJLQVSHFWLRQ6HHDWWDFKHG 7KHZRUNREVHUYHGZDVWRWKHEHVWRI(ULF VNQRZOHGJHLQDFFRUGDQFHZLWKWKHDSSURYHGSODQVVSHFLILFDWLRQVDQGDSSOLFDEOHVWDQGDUGVRI ZRUNPDQVKLS January 5, 2022 Eric Pittman reported to Nick Hull with PMA at the jobsite. Performed AVB adhesion testing inspection. See attached. 7KHZRUNREVHUYHGZDVWRWKHEHVWRI(ULF VNQRZOHGJHLQDFFRUGDQFHZLWKWKHDSSURYHGSODQVVSHFLILFDWLRQVDQGDSSOLFDEOHVWDQGDUGVRI ZRUNPDQVKLS January 6, 2022 Abdulwahab Abulgasem reported to o Mitch Miller with PMA at the jobsite. Performed structural masonry inspection. Mortar sample(s) obtained: (6)per set, (1) set(s), (6) total. 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. 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. TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas Reviewed by: Enea Mushi Project Manager 01-18-2022 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: AVB adhesion testing Pg. 1 of 1 January 4, 2022 Time In: 08:00 Break: 12:00-12:30 Time Out: 15:00 Weather: Sunny Temperature: 22°F Permit No. : Plans Dated: 02/12/2021 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 01-04-2022 Date Enea Mushi Project Manager 01-18-2022 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. At the request of PMA, AVB pull testing dollies were set on the "Perma-A- Barrier" membrane applied over densglass type exterior sheathing and plywood jambs and sills on the North and South walls of Building D at locations indicated on attached plans. The exceptionally cold weather on this day prevented sufficient curing of the dolly glue to allow completing the pull testing on this date. Referenced Details: ASTM D4541, ABAA, project specifications, 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 January 4, 2022 Permit No. : 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: AVB adhesion testing Pg. 1 of 2 January 5, 2022 Time In: 08:00 Time Out: 10:00 Weather: Partly Cloudy Temperature: 39°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 Eric Pittman reported to Nick Hull with PMA at the Jobsite. At the request of PMA, AVB pull testing dollies were set on the "Perma-A- Barrier" membrane applied over densglass type exterior sheathing and plywood jambs and sills on the North and South walls of Building D at locations indicated on attached plans. Per project specification 07 2715 2.3 the required bond of the membrane to the substrate is 16 pounds per square inch, including the lamination of layers within the membrane. Per project specification 07 2715 3.4 D.3 , testing frequency is one per 600 square feet. The bond to substrate and membrane lamination did not fail at any location tested. Specific results are given below referring to locations marked and numbered on the attached plans. Test dollies came off when the densglass substrate surface mat pulled free or the glue bond of the dolly to membrane let go. Additional Notes: Location 1, plywood window jamb, at 30 psi, dolly glue bond yielded Location 2, 39 psi, densglass substrate facing pulled free Location 3, 20 psi, densglass substrate facing pulled free Location 4, 34 psi, densglass substrate facing pulled free Location 5, 23 psi, densglass substrate facing pulled free Location 6, 5 psi, densglass substrate facing pulled free Location 7, 70 psi, densglass substrate facing pulled free Location 8, 43 psi on plywood window jamb, dolly glue bond yielded Location 9, 38 psi, densglass substrate facing pulled free. Location 10, 38 psi, densglass substrate facing pulled free Location 11, on plywood jamb, 53 psi, dolly glue bond yielded Location 12, 52 psi, densglass substrate facing pulled free Location 13, 33 psi, densglass substrate facing pulled free Referenced Details: ASTM D4541, ABAA, project specifications, 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: AVB adhesion testing Pg. 2 of 2 January 5, 2022 Time In: 08:00 Time Out: 10:00 Weather: Partly Cloudy Temperature: 39°F Permit No. : Plans Dated: 02/12/2021 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 01-05-2022 Date Enea Mushi Project Manager 01-18-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York 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 January 5, 2022 Permit No. : 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 January 5, 2022 Permit No. : TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Abdulwahab Abulgasem Inspection Type: Masonry CMU Block Placement Pg. 1 of 1 January 6, 2022 Time In: 06:30 Break: 12:00-12:30 Time Out: 15:00 Weather: Temperature: 42°F Permit No. : Abdulwahab Abulgasem reported to o Mitch Miller with PMA at the jobsite. Observed placement of 8" units and rebar, #"5 at 48"” O.C. horizontal and #7 at 16 "” O.C. vertical, constructed with Amerimix AMX405-5 Type S mortar, 1-3 courses, wall(s) at Level 1, gridlines P.1- J.1/B.33. Work in progress. Reference details Submittal #042000-1.5 D.3.1 - Rebar Shop Drawings 042000 - Unit Masonry. Sampled mortar, S, 28-day design strength of 1800 psi, placed on Level 1 wall(s) at gridlines P.1-J.1/B.33, . Set No.Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 53 42 L.6/B.33 6 1 set of Mortar for a total of 6 samples Plans Dated: 07/07/2021 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. 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. 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ϳͬϯϬͬϮϬϮϭ&ŽŽƚŝŶŐƐ^Ğƚηϭ͗ŽůƵŵŶůŝŶĞͬZŽǁ͗͘ϯͬĐϭϭϲ^ĞƚηϮŽůƵŵŵůŝŶĞͬZŽǁĐϱͬ,ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϮϴĚĂǇďƌĞĂŬϬϴͬϮϳͬϮϬϮϭ^Ğƚϭсϯ͕ϬϳϬƉƐŝ^Ğƚϭсϯ͕ϯϯϬƉƐŝ^Ğƚϭсϯ͕ϰϯϬƉƐŝ^ĞƚϮсϯ͕ϯϯϬƉƐŝ^ĞƚϮсϯ͕ϱϮϬƉƐŝ^ĞƚϮсϯ͕ϱϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϵͬϮϰͬϮϬϮϭ^Ğƚηϭсϯ͕ϳϮϬƉƐŝ^ĞƚηϮсϯ͕ϲϳϬƉƐŝϰ ϴͬϯͬϮϬϮϭ&ŽŽƚŝŶŐƐ͗ůĞǀĂƚŽƌƉŝƚĨŽƵŶĚĂƚŝŽŶƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϲϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^Ğƚϭсϯ͕ϭϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϵͬϮϴͬϮϬϮϭ^Ğƚϭсϯ͕ϯϯϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝ^Ğƚϭсϯ͕ϳϬϬƉƐŝϱϲĚĂǇĂǀĞƌĂŐĞƐĞƚϭсϯ͕ϱϭϬƉƐŝϱ ϴͬϲͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚƵŝůĚŝŶŐĂŶĚͲͬĐϮƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϯͬϮϬϮϭ^ĞƚϭсϮ͕ϵϴϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϯͬϮϬϮϭ^Ğƚϭсϯ͕ϭϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϮϯϬƉƐŝ^Ğƚϭсϯ͕ϰϬϬƉƐŝϲ ϴͬϲͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚƵŝůĚŝŶŐĂŶĚͲ:͘ϳͬďϮϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϯͬϮϬϮϭ^ĞƚϮсϮ͕ϯϵϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϯͬϮϬϮϭ^ĞƚϮсϯϯϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϴͬϮϬϮϭ^ĞƚϭсƉƐŝϳ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗W͘ϭͬďϯϯƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϭϳĚĂǇďƌĞĂŬϬϴͬϯϬͬϮϬϮϭ^Ğƚϭсϯ͕ϬϵϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^Ğƚϭсϯ͕ϰϲϬƉƐŝ^Ğƚϭсϯ͕ϱϭϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϴ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗:͘ϯͬďϮϰƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϬͬϮϬϮϭ^ĞƚϭсϮ͕ϯϮϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϴϰϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝ ϵ ϴͬϮϬͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚ&ŽƵŶĚĂƚŝŽŶ͗tĂůů͗,ͬĐϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͗>Ăď>ŽŐEŽ͗͘ϭϱϴϲϬ;ϯϬϮϰͿz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϳͬϮϬϮϭ^ĞƚϭсϮ͕ϴϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϳͬϮϬϮϭ^Ğƚϭсϯ͕ϰϰϬƉƐŝ^Ğƚϭсϯ͕ϱϬϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϭϱͬϮϬϮϭ^Ğƚϭсϯ͕ϵϮϬƉƐŝ^Ğƚϭсϰ͕ϬϮϬƉƐŝϭϬ ϵͬϯͬϮϬϮϭ >ĞǀĞůϭtĂůů͖hͬĂϱ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϬϲϳ;ϯϭϮϯͿz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϬϱϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϭͬϮϬϮϭ^Ğƚϭсϯ͕ϭϬϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϮϵͬϮϬϮϭ^Ğƚϭсϯ͕ϱϭϬƉƐŝ^Ğƚϭсϯ͕ϲϯϬƉƐŝ^Ğƚϭсϯ͕ϲϲϬƉƐŝϭϭ ϵͬϵͬϮϬϮϭ >ĞǀĞůϭ&ŽŽƚŝŶŐ͗D͘ϱͬďϭϳ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϭϯϮ;ϯϭϳϱͿz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϲͬϮϬϮϭ^ĞƚϭсϮ͕ϰϬϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϳͬϮϬϮϭ^Ğƚϭсϯ͕ϰϴϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϬϰͬϮϬϮϭ^Ğƚϭсϰ͕ϬϱϬƉƐŝ^Ğƚϭсϰ͕ϮϰϬƉƐŝϭϮ ϵͬϭϬͬϮϬϮϭ >ĞǀĞůϭ&ŽŽƚŝŶŐ͗>͘ϵͬďϮ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϭϯϯ;ϯϭϳϲͿz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϳͬϮϬϮϭ^ĞƚϭсϮ͕ϯϯϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϰϱϬƉƐŝ^Ğƚϭсϯ͕ϰϱϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϬϱͬϮϬϮϭ^Ğƚϭсϰ͕ϬϲϬƉƐŝϭϯ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗^ĞƚηϭW͘ϭͬďϯϯ^ĞƚηϮ:͘ϯͬďϮϰƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϱϳϰϱ;ϮϵϰϱͲϮϵϰϲͿz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϬͬϮϬϮϭ^ĞƚϮсϮ͕ϯϮϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^Ğƚϭсϯ͕ϰϲϬƉƐŝ^Ğƚϭсϯ͕ϱϭϬƉƐŝ^ĞƚϮсϮ͕ϴϰϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϳϲϬƉƐŝ^Ğƚϭсϯ͕ϴϱϬƉƐŝ^ĞƚϮсϯ͕ϮϲϬƉƐŝ^ĞƚϮсϯ͕ϬϯϬƉƐŝ^ĞƚϮсϯ͕ϭϱϬƉƐŝ^Ğƚ Ϯсϯ͕ϮϲϬ ƉƐŝϭϰ ϴͬϭϳͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗^͘ϭͬďϮϳƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϱϳϰϱ;ϮϵϰϱͲϮϵϰϲͿz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϰͬϮϬϮϭ^ĞƚϭсϮ͕ϱϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϰͬϮϬϮϭ^Ğƚϭсϯ͕ϮϴϬƉƐŝ^Ğƚϭсϯ͕ϰϯϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϭϮͬϮϬϮϭ^Ğƚϭсϰ͕ϬϳϬƉƐŝ^Ğƚϭсϰ͕ϭϭϬƉƐŝϭϱ ϵͬϮϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗WϳͬĂϭϴƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϱϬϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϱ͕ϬϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϱƚŽϴŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰйƚŽϳй͖>Ăď>ŽŐEŽ͗͘ϭϲϮϴϴ;ϯϮϲϰͿz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϯϬͬϮϬϮϭ^Ğƚϭсϯ͕ϱϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϮϭͬϮϬϮϭ^Ğƚϭсϰ͕ϰϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϭϴͬϮϬϮϭ^Ğƚϭсϰ͕ϴϴϬƉƐŝ^Ğƚϭсϱ͕ϭϮϬƉƐŝ^Ğƚϭсϱ͕ϮϭϬƉƐŝϭϲ ϭϭͬϮͬϮϬϮϭ>ĞǀĞůϭ^ůĂďĂƚƵŝůĚŝŶŐ͗>ŝŶĞͲϭ͕ZŽǁϭͲďĞĨŽƌĞϭϲŶĞĂDƵƐŚŝ DĞĂƐƵƌĞĚ&ůŽŽƌ&ůĂƚŶĞƐƐ͕>ĞǀĞůŶĞƐƐ;ϯϰ͘ϳĂŶĚϭϴ͘ϯͿĚŝĚŶŽƚŵĞĞƚŽǀĞƌĂůůƉƌŽũĞĐƚƌĞƋƵŝƌĞŵĞŶƚ;ϯϱĂŶĚϮϱͿ E DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞ ϭϳ ϵͬϮϳͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚYͲW͘ϳͬĂϭϴ͕ĂϭϴͲϮϰͬtϭϳ͗^ĂŵƉůĞĚΛE͘ϰͬďϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϱϬϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϱ͕ϬϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϱƚŽϴŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰйƚŽϳй͖>Ăď>ŽŐEŽ͗͘ϭϲϯϯϵ;ϯϯϮϯͿz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϬͬϬϰͬϮϬϮϭ^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^ĞƚϭсϮ͕ϱϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϭͬϭϯͬϮϬϮϮ^ĞƚϭсƉƐŝϮϭ ϭϮͬϮϭͬϮϬϮϭ ůŽĐĂƚŝŽŶƐĂƚďƵŝůĚŝŶŐĂŶĚ ůĂŬĞDƵůůĞŶƐdŚĞŝƚĞŵƐĂƐůŝƐƚĞĚŚĞƌĞŝŶŚĂǀĞŶŽƚďĞĞŶĂĐĐŽŵƉůŝƐŚĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂƉƉƌŽǀĞĚĚŽĐƵŵĞŶƚƐ͕ƉůĂŶƐĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐ͗EŽ͘ϭϬƐĐƌĞǁŵŝƐƐŝŶŐĂƚŝŶƐŝĚĞůĞŐŽĨƚƌĂĐŬĐŽŶŶĞĐƚŝŽŶƐ͘ŽŶƚƌĂĐƚŽƌƚŽŝŶƐƚĂůůŝŶƐŝĚĞůĞŐŶŽϭϬƐĐƌĞǁƐǁŝƚŚůŝĨƚĂĐĐĞƐƐ͘WŝŶƐĂƚƚǇƉŝĐĂůƉĂƌĂƉĞƚĚĞƚĂŝůǁŝƚŚŝŶƚŚŝƐĂƌĞĂŶŽƚƐƉĂĐĞĚƉƌŽƉĞƌůǇ͘WŝŶƐŝŶƐƚĂůůĞĚĂƚƌĂŶĚŽŵůŽĐĂƚŝŽŶƐŝŶƐƚĞĂĚŽĨϱƉŝŶƐǁŝƚŚŝŶƚŽƉϮΗĂŶĚϰƉŝŶƐǁŝƚŚŝŶďŽƚƚŽŵϮΗ͘E WD KZƚŽĚǀŝƐĞϮϮ ϭͬϭϬͬϮϬϮϮ>ĞǀĞůϭ͕ŐƌŝĚůŝŶĞƐW͘ϭͲ:͘ϭͬ͘ϯϯďĚƵůǁĂŚĂďďƵůŐĂƐĞŵDhďůŽĐŬƐƚŚĞsĞƌƚŝĐĂůηϳďǇϭϲ͟ŶŽƚƌĞĂĐŚŝŶŐŽǀĞƌůĂƉƌĞƋƵŝƌĞŵĞŶƚƐ͕ĂŶĚŵĂǇŐĞƚƚŝŶŐĐŽŶĨůŝĐƚǁŝƚŚŽƚŚĞƌƐƚƌƵĐƚƵƌĞƐĂƐŐŽŝŶŐƵƉ͘z WD ϭͬϭϯͬϮϬϮϮ KZƚŽĚǀŝƐĞϮϯ ϭϭͬϴͬϮϬϮϭ>ĞǀĞůϮ^ĂůďŽŶŵĞƚĂůĚĞĐŬĂƚƵŝůĚŝŶŐƌƐĞŶĞEƚǁĂůŝ>ŽǁƌĞĂŬ͗Dŝǆη͗ϰϬϬϬ'ZE͗^ůƵŵƉϱͲϵĂŝƌϬͲϯĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗ϰ͕ϬϬϬΛϮϴĚĂǇƐ͗>Ăď>ŽŐEŽ͗͘ϭϲϵϵϱEWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϭͬϭϱͬϮϬϮϭ^ĞƚϭсϮ͕ϴϴϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϮͬϬϲͬϮϬϮϭ^Ğƚϭсϯ͕ϴϮϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϭͬϬϯͬϮϬϮϮ^Ğƚϭсϰ͕ϭϲϬƉƐŝ^Ğƚϭсϰ͕ϮϱϬƉƐŝ^Ğƚϭсϰ͕ϯϬϬƉƐŝϮϰ ϭϮͬϮͬϮϬϮϭ ƵŝůĚŝŶŐ͗&Ͳ'ͬĐϳͲϵ ƌƐĞŶĞEƚǁĂůŝ>ŽǁƌĞĂŬ͗Dŝǆη͗ϯϬϬϬE͗^ůƵŵƉϱͲϵĂŝƌϬͲϯĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗ϯ͕ϬϬϬΛϮϴĚĂǇƐ͗>Ăď>ŽŐEŽ͗͘ϭϳϮϮϲ;ϯϳϯϱͿEWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϮͬϬϵͬϮϬϮϭ^Ğƚϭсϭ͕ϮϵϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϮͬϯϬͬϮϬϮϭ^Ğƚϭсϭ͕ϳϮϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϭͬϮϳͬϮϬϮϮ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϮϱ ϭϮͬϳͬϮϬϮϭ ƵŝůĚŝŶŐ͗&Ͳ'ͬĐϳͲϵ ƌƐĞŶĞEƚǁĂůŝ>ŽǁƌĞĂŬ͗Dŝǆη͗ϯϬϬϬE͗^ůƵŵƉϱͲϵĂŝƌϬͲϯĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗ϯ͕ϬϬϬΛϮϴĚĂǇƐ͗>Ăď>ŽŐEŽ͗͘ϭϳϯϳϰ;ϯϴϬϬͿEWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϮͬϭϰͬϮϬϮϭ^Ğƚϭсϭ͕ϮϬϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϭͬϬϰͬϮϬϮϭ^Ğƚϭсϭ͕ϴϬϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϮͬϬϭͬϮϬϮϮ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝ^ƚĂƚƵƐ͗tŽƌŬͲŝŶͲWƌŽŐƌĞƐƐ>ĞŐĞŶĚ͗^ƚĂƚƵƐ͗ůŽƐĞĚ^ƚĂƚƵƐ͗KƉĞŶ 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 01/06/2022 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 Kevin Noel 4.00 8.00 12.57 Fld 66,245 5,270 psi Type 2 C 28 12/06/2021 Kevin Noel 4.00 8.00 12.57 Fld 65,634 5,220 psi Type 3 D 28 12/06/2021 Kevin Noel 4.00 8.00 12.57 Fld 65,131 5,180 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:5,220 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 01/06/2022 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 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 55,500 4,420 psi Type 2 C 28 12/06/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 54,513 4,340 psi Type 2 D 28 12/06/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 56,517 4,500 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,420 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 01/06/2022 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 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 55,870 4,440 psi Type 2 C 28 12/06/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 54,422 4,330 psi Type 2 D 28 12/06/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 52,757 4,200 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,320 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 01/06/2022 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 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 59,757 4,750 psi Type 3 C 28 12/06/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 62,154 4,940 psi Type 3 D 28 12/06/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 58,679 4,670 psi Type 3 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,790 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 01/06/2022 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 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 48,033 3,820 psi Type 2 C 56 01/03/2022 Kevin Noel 4.00 8.00 12.57 Fld 53,453 4,250 psi Type 2 D 56 01/03/2022 Kevin Noel 4.00 8.00 12.57 Fld 53,994 4,300 psi Type 2 E 56 01/03/2022 Kevin Noel 4.00 8.00 12.57 Fld 52,316 4,160 psi Type 2 FAILS TO MEET DESIGN STRENGTH 56 Day Avg.:4,240 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day indication test result. Specimens C-E met the design strength at 56-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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 01/06/2022 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 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 36,940 2,940 psi Type 2 B 28 12/06/2021 Kevin Noel 4.00 8.00 12.57 Fld 65,416 5,200 psi Type 3 C 28 12/06/2021 Kevin Noel 4.00 8.00 12.57 Fld 62,950 5,010 psi Type 3 D 28 12/06/2021 Kevin Noel 4.00 8.00 12.57 Fld 63,457 5,050 psi Type 3 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:5,090 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 01/06/2022 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 #: 3000DNA Supplier: Cape Cod Mix Contractor: Silverback Set: 1 of 6 Truck #: 63 Design Strength (psi): 3,000 @28 days Ticket#: 22557 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 B Gym Location when sampled: P.6/b28 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 63 50-90 Slump or Spread (in.): 5.0 5-9 Unit Wt (#cu ft): 148.4 148.2 Air Temperature (ºF): 47 >40 Air Content (%): 1.4 0-3 Time Sampled: 7:41 AM Aggregate Size (in): 3/4 3/4 Batch Time: 6:34 AM Time in Truck: 67 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 12/09/2021 Kevin Noel 4.00 8.00 12.57 Fld 53,911 4,290 psi Type 2 B 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 69,797 5,550 psi Type 2 C 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 71,568 5,690 psi Type 3 D 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 70,902 5,640 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:5,630 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 01/06/2022 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 #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 2 of 6 Truck #: 65 Design Strength (psi): 3,000 @28 days Ticket#: 17112 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 B Gym Location when sampled: N/b28 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 63 50-90 Slump or Spread (in.): 6.75 5-9 Unit Wt (#cu ft): 148.8 148.2 Air Temperature (ºF): 47 >40 Air Content (%): 1.7 0-3 Time Sampled: 8:05 AM Aggregate Size (in): 3/4 3/4 Batch Time: 6:43 AM Time in Truck: 82 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 12/09/2021 Kevin Noel 4.00 8.00 12.57 Fld 49,219 3,920 psi Type 2 B 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 63,165 5,030 psi Type 2 C 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 58,643 4,670 psi Type 2 D 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 65,693 5,230 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,980 psi Remarks: 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 01/06/2022 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 #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 3 of 6 Truck #: 83 Design Strength (psi): 3,000 @28 days Ticket#: 17118 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 B Gym Location when sampled: M.3/b31 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 63 50-90 Slump or Spread (in.): 6.5 5-9 Unit Wt (#cu ft): 149.6 148.2 Air Temperature (ºF): 49 >40 Air Content (%): 2.7 0-3 Time Sampled: 8:40 AM Aggregate Size (in): 3/4 3/4 Batch Time: 8:04 AM Time in Truck: 36 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 12/09/2021 Kevin Noel 4.00 8.00 12.57 Fld 50,021 3,980 psi Type 2 B 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 61,913 4,930 psi Type 2 C 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 61,671 4,910 psi Type 2 D 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 67,606 5,380 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:5,070 psi Remarks: 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 01/06/2022 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 #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 4 of 6 Truck #: 65 Design Strength (psi): 3,000 @28 days Ticket#: 32754 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 B Gym Location when sampled: L/b27 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 63 50-90 Slump or Spread (in.): 6.5 5-9 Unit Wt (#cu ft): 149.0 148.2 Air Temperature (ºF): 49 >40 Air Content (%): 2.0 0-3 Time Sampled: 9:36 AM Aggregate Size (in): 3/4 3/4 Batch Time: 9:02 AM Time in Truck: 34 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 12/09/2021 Kevin Noel 4.00 8.00 12.57 Fld 49,505 3,940 psi Type 2 B 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 61,723 4,910 psi Type 2 C 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 61,090 4,860 psi Type 2 D 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 61,292 4,880 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,880 psi Remarks: 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 01/06/2022 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 #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 5 of 6 Truck #: 59 Design Strength (psi): 3,000 @28 days Ticket#: 32756 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 B Gym Location when sampled: K.8/b29 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 64 50-90 Slump or Spread (in.): 6.25 5-9 Unit Wt (#cu ft): 150.2 148.2 Air Temperature (ºF): 49 >40 Air Content (%): 2.1 0-3 Time Sampled: 9:50 AM Aggregate Size (in): 3/4 3/4 Batch Time: 9:25 AM Time in Truck: 25 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 12/09/2021 Kevin Noel 4.00 8.00 12.57 Fld 47,001 3,740 psi Type 2 B 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 66,819 5,320 psi Type 2 C 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 62,778 4,990 psi Type 2 D 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 65,834 5,240 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:5,180 psi Remarks: 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 01/06/2022 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 #: 3000DNA Supplier: Cape cod Ready Mix Contractor: Silverback Set: 6 of 6 Truck #: 59 Design Strength (psi): 3,000 @28 days Ticket#: 32762 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 B Gym Location when sampled: J.3/b27 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 64 50-90 Slump or Spread (in.): 5.5 5-9 Unit Wt (#cu ft): 149.9 148.2 Air Temperature (ºF): 50 >40 Air Content (%): 2.1 0-3 Time Sampled: 12:05 AM Aggregate Size (in): 3/4 3/4 Batch Time: 11:12 AM Time in Truck: <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 12/09/2021 Kevin Noel 4.00 8.00 12.57 Fld 60,435 4,810 psi Type 2 B 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 77,387 6,160 psi Type 2 C 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 73,135 5,820 psi Type 2 D 28 12/30/2021 Kevin Noel 4.00 8.00 12.57 Fld 75,177 5,980 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:5,990 psi Remarks: 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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 12/02/2021 Lab Log No.: 17226 (3735) Reviewed by: CJ Martens 01/06/2022 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 C 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): 47 >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 12/09/2021 Kevin Noel 3.36 3.43 6.87 11.53 14,823 1,290 psi B 28 12/30/2021 Kevin Noel 3.35 3.37 6.74 11.29 19,378 1,720 psi C 56 01/27/2022 D 56 01/27/2022 FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:1720 Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day indication test result. Specimens C & D will be tested at 56-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: 01/06/2022 Client: PMA Consultants, LLC Date of Sampling: 12/07/2021 Lab Log No.: 17374 (3800) Reviewed by: CJ Martens 01/06/2022 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 C 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): 45 >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: 12/13/2021 Technician that received: MN Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 12/14/2021 Luis Soto Soldevilla 3.42 3.45 6.91 11.80 14,164 1,200 psi B 28 01/04/2022 Kevin Noel 3.42 3.45 6.73 11.80 21,290 1,800 psi C 56 02/01/2022 D 56 02/01/2022 FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:1800 Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 7-Day indication compression test result.