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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2022-02-04Summary Report #36 February 7, 2022 Attn: Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 Permit No.:BLD-21-006153 TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas January 31, 2022 Arsene Ntwali 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 Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. February 1, 2022 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed structural masonry inspection. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. February 2, 2022 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 concrete placement and sampling inspection. Concrete sample(s) obtained: (5) per set, (1) set(s), (5) total. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas February 3, 2022 Arsene Ntwali 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 Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. February 4, 2022 Arsene Ntwali reported to 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 Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Reviewed by: Enea Mushi Project Manager 02-11-2022 Date Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com) Administrative Contact: Siobhain Willis (Swillis@fenaghengineering.com) cc:Fenagh PM – emushi@fenaghengineering.com (email) Fenagh Technical Reviewer – btie@fenaghengineering.com (email) TESTING INSPECTION ENGINEERING Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali January 31, 2022 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 33°F Permit No. : BLD-21-006153 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 01-31-2022 Date Jillian Kass Staff Engineer 02-02-2022 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 observation of earthwork activities. No samples taken. Additional Notes: R.B.O cleaned the jobsite from the weekend snowstorm. 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 CMU Block Placement Pg. 1 of 1 February 1, 2022 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 40°F Permit No. : BLD-21-006153 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of 12" units and rebar, #5 at 48” O.C. horizontal and #7 at 16” O.C. vertical, constructed with Amerimix Type S mortar, 28 courses, wall(s) at Level 1, gridlines Building B gridlines J.7- L.9/B33. Work in progress. Reference details Submittal #042000-49.0. Additional Notes: Inspected reinforced rebar for CMU blocks on the East side of the gymnasium. J.7-L.9/b33. 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 02-01-2022 Date Jillian Kass Staff Engineer 02-02-2022 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 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 February 2, 2022 Time In: 07:00 Time Out: 15:00 Weather: Light Rain Temperature: 42°F Permit No. : BLD-21-006153 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of Grout, mix design #Spec Mix, 3000 PSI at 28 days, for the 12" CMU wall, high-lift height 27 courses. Cleanouts were used, cells are clean and acceptable. consolidated by mechanical vibration. wall(s) at Level 1 at gridlines K-K.8/b33. Set No.Slump (in.)Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 N/A 56 42 K.1/b33 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 on the East side of the gymnasium. Area of placement was enclosed and heated. Plans Dated: 06/25/2021 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 02-02-2022 Date Jillian Kass Staff Engineer 02-03-2022 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 Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Concrete Placement and Sampling Pg. 1 of 1 February 2, 2022 Time In: 07:00 Time Out: 09:00 Weather: Sunny Temperature: 42°F Permit No. : BLD-21-006153 Plans Dated: 08/26/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 02-02-2022 Date Jillian Kass Staff Engineer 02-09-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of and performed sampling of concrete for Level 1, slab on grade at H-K/b15-16 (mix no. 3000DNA, design strength of 3000 psi at 28 days, specified slump from 5 to 9 in., specified air content from 0% to 3%, and 11 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Pump truck. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 6.75 66 42 1.7 149.3 56 H/b16 5 6:55 AM 7:40 AM Silverback 2312 4 5 Total Additional Notes: Referenced Details: Mix Design 3000 DNA-3/4 Design Concrete TESTING INSPECTION ENGINEERING Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali February 3, 2022 Time In: 07:00 Time Out: 15:00 Weather: Light Rain Temperature: 47°F Permit No. : BLD-21-006153 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 02-03-2022 Date Jillian Kass Staff Engineer 02-04-2022 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 observation of earthwork activities. No samples taken. Additional Notes: Observed placement and compaction of stones in the auditorium: a8-11/S.1-S.8, a5-a14/W-V. Bedding sand was used to cover electric conduit. A plate compactor was used to compact the stone to the finish grade 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 CMU Block Placement Pg. 1 of 1 February 4, 2022 Time In: 07:00 Time Out: 15:00 Weather: Rain Temperature: 46°F Permit No. : BLD-21-006153 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of 12" units and rebar, #5 at 48” O.C. horizontal and #7 at 16” O.C. vertical, constructed with Amerimix Type S mortar, 5 courses, wall(s) at Level 1, gridlines P.1/b26-30. Work in progress. Reference details Submittal #042000-49.0, #042000-1.5D 3.0, S-1.13B, S-7.00.. Sampled mortar, Type S, 28-day design strength of 1800 psi, placed on Level 1 wall(s) at gridlines P.1/b26-30, . Set No.Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 58 42 P.1/b28 6 1 set of Mortar for a total of 6 samples Additional Notes: Mortar was placed on CMU blocks on the South side of the gymnasium. Rebar inspected as well. Area of placement was enclosed and heated. Plans Dated: 06/25/2021 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 02-04-2022 Date Jillian Kass Staff Engineer 02-08-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas NYk EZ/η ĂƚĞ >ŽĐĂƚŝŽŶ /ŶƐƉĞĐƚŽƌ /ƐƐƵĞZ&/ͬ^ƵďŵŝƚƚĂůEŽ͘ZĞƐŽůǀĞĚ͍;zͬEͿ ^ƵďͬŽŶƚƌĂĐƚŽƌ ĂƚĞZĞƐŽůǀĞĚ ŽŵŵĞŶƚϭ ϳͬϮϭͬϮϬϮϭ tĂůů͗ͬĚϯ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϬͬϮϬϮϭ^Ğƚϭсϭ͕ϴϲϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^ĞƚϭсϮ͕ϴϬϬƉƐŝ^ĞƚϭсϮ͕ϵϬϬƉƐŝ^Ğƚϭсϯ͕ϰϴϬƉƐŝϮϴĚĂǇĂǀĞƌĂŐĞсϯ͕ϬϲϬƉƐŝϮ ϳͬϮϴͬϮϬϮϭ &ŽŽƚŝŶŐ͗ϭϲͬ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͗>Ăď>ŽŐEŽ͗͘ϭϱϱϭϵ;ϮϳϰϰͲϮϳϰϱͿz DĂƌŐƵĞƌŝƚĞdƵĞƐĚĂǇ͕:ĂŶƵĂƌǇϭϴ͕ϮϬϮϮϭϮ͗ϱϯWDKZƚŽĚǀŝƐĞϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^Ğƚϭсϯ͕ϯϱϬƉƐŝ^Ğƚϭсϯ͕ϱϬϬƉƐŝ^Ğƚϭсϯ͕ϲϮϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϵͬϮϮͬϮϬϮϭ^ĞƚϭсƉƐŝϯ 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^Ğƚϭсϯ͕ϮϮϬƉƐŝϵϬĚĂǇďƌĞĂŬϬϮͬϭϲͬϮϬϮϮ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϮϭ ϭϮͬϮϭͬϮϬϮϭ ůŽĐĂƚŝŽŶƐĂƚďƵŝůĚŝŶŐĂŶĚ ůĂŬĞDƵůůĞŶƐdŚĞŝƚĞŵƐĂƐůŝƐƚĞĚŚĞƌĞŝŶŚĂǀĞŶŽƚďĞĞŶĂĐĐŽŵƉůŝƐŚĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂƉƉƌŽǀĞĚĚŽĐƵŵĞŶƚƐ͕ƉůĂŶƐĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐ͗EŽ͘ϭϬƐĐƌĞǁŵŝƐƐŝŶŐĂƚŝŶƐŝĚĞůĞŐŽĨƚƌĂĐŬĐŽŶŶĞĐƚŝŽŶƐ͘ŽŶƚƌĂĐƚŽƌƚŽŝŶƐƚĂůůŝŶƐŝĚĞůĞŐŶŽϭϬƐĐƌĞǁƐǁŝƚŚůŝĨƚĂĐĐĞƐƐ͘WŝŶƐĂƚƚǇƉŝĐĂůƉĂƌĂƉĞƚĚĞƚĂŝůǁŝƚŚŝŶƚŚŝƐĂƌĞĂŶŽƚƐƉĂĐĞĚƉƌŽƉĞƌůǇ͘WŝŶƐŝŶƐƚĂůůĞĚĂƚƌĂŶĚŽŵůŽĐĂƚŝŽŶƐŝŶƐƚĞĂĚŽĨϱƉŝŶƐǁŝƚŚŝŶƚŽƉϮΗĂŶĚϰƉŝŶƐǁŝƚŚŝŶďŽƚƚŽŵϮΗ͘E WD KZƚŽĚǀŝƐĞϮϮ ϭͬϭϬͬϮϬϮϮ>ĞǀĞůϭ͕ŐƌŝĚůŝŶĞƐW͘ϭͲ:͘ϭͬ͘ϯϯďĚƵůǁĂŚĂďďƵůŐĂƐĞŵDhďůŽĐŬƐƚŚĞsĞƌƚŝĐĂůηϳďǇϭϲ͟ŶŽƚƌĞĂĐŚŝŶŐŽǀĞƌůĂƉƌĞƋƵŝƌĞŵĞŶƚƐ͕ĂŶĚŵĂǇŐĞƚƚŝŶŐĐŽŶĨůŝĐƚǁŝƚŚŽƚŚĞƌƐƚƌƵĐƚƵƌĞƐĂƐŐŽŝŶŐƵƉ͘z WD ϭͬϭϯͬϮϬϮϮ KZƚŽĚǀŝƐĞϮϯ ϭϭͬϴͬϮϬϮϭ>ĞǀĞůϮ^ĂůďŽŶŵĞƚĂůĚĞĐŬĂƚƵŝůĚŝŶŐ͗ͬϰƌƐĞŶĞEƚǁĂůŝ>ŽǁƌĞĂŬ͗Dŝǆη͗ϰϬϬϬ'ZE͗^ůƵŵƉϱͲϵĂŝƌϬͲϯĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗ϰ͕ϬϬϬΛϮϴĚĂǇƐ͗>Ăď>ŽŐEŽ͗͘ϭϲϵϵϱEWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϭͬϭϱͬϮϬϮϭ^ĞƚϭсϮ͕ϴϴϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϮͬϬϲͬϮϬϮϭ^Ğƚϭсϯ͕ϴϮϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϭͬϬϯͬϮϬϮϮ^Ğƚϭсϰ͕ϭϲϬƉƐŝ^Ğƚϭсϰ͕ϮϱϬƉƐŝ^Ğƚϭсϰ͕ϯϬϬƉƐŝϮϰ ϭϮͬϮͬϮϬϮϭ ƵŝůĚŝŶŐ͗&Ͳ'ͬϳͲϵ ƌƐĞŶĞEƚǁĂůŝ>ŽǁƌĞĂŬ͗Dŝǆη͗ϯϬϬϬE͗^ůƵŵƉϱͲϵĂŝƌϬͲϯĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗ϯ͕ϬϬϬΛϮϴĚĂǇƐ͗>Ăď>ŽŐEŽ͗͘ϭϳϮϮϲ;ϯϳϯϱͿEWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϮͬϬϵͬϮϬϮϭ^Ğƚϭсϭ͕ϮϵϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϮͬϯϬͬϮϬϮϭ^Ğƚϭсϭ͕ϳϮϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϭͬϮϳͬϮϬϮϮ^Ğƚϭсϭ͕ϳϴϬƉƐŝϵϬĚĂǇďƌĞĂŬϬϯͬϮͬϮϬϮϮ^ĞƚϭсƉƐŝϮϱ ϭͬϭϵͬϮϬϮϮϭͲWͬ͘ϭϬ>ŽǁƌŽŽĨŵĞĚŝĂĐĞŶƚĞƌϮͲWͬ͘ϭϮ>ŽǁƌŽŽĨŵĞĚŝĂĐĞŶƚĞƌϯͲϱͬt&ŽƵŶĚĂƚŝŽŶƉůĂŶZŽŶĞǇEĂŬŚŽƵůŽŚĞƐŝŽŶͬĚŚĞƐŝŽŶŽĨ^&ZDƉƉůŝĞĚƚŽ^ƚƌƵĐƚƵƌĂůDĞŵďĞƌƐĨĂŝůƵƌĞ͗&ŝƌĞƉƌŽŽĨŝŶŐŵĂƚĞƌŝĂůŝƐŶŽƚĂĚŚĞƌŝŶŐƚŽƚŚĞŐůƵĞ͘EŽƚĞĚƚŚĂƚŵĂƚĞƌŝĂůǁĂƐǁĞƚƚŽƚŽƵĐŚĂŶĚϮƐĂŵƉůĞƐƚĂŬĞŶE WD KZƚŽĚǀŝƐĞϮϲ ϭϭͬϭϲͬϮϬϮϭ ƵŝůĚŝŶŐ͗EͬďϮϬ͕ϱͬ^ ƌƐĞŶĞEƚǁĂůŝ 'ƌŽƵƚ͕ůŽǁďƌĞĂŬ͗ĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗ϯ͕ϬϬϬΛϮϴĚĂǇƐ͕>Ăď>ŽŐEŽ͗͘ϭϳϬϴϳ;ϯϲϱϭͿ E WDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϭͬϮϯͬϮϬϮϭ^ĞƚϭсϮ͕ϯϬϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϮͬϭϰͬϮϬϮϭ^ĞƚϭсϮ͕ϲϲϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϭͬϭϭͬϮϬϮϮ^Ğƚϭсϯ͕ϯϬϬƉƐŝ^Ğƚϭсϯ͕ϯϯϬƉƐŝ Ϯϳ ϭϭͬϭϴͬϮϬϮϭ ƵŝůĚŝŶŐ͗d͘ϭͬϳ ƌƐĞŶĞEƚǁĂůŝ 'ƌŽƵƚ͕ůŽǁďƌĞĂŬ͗ĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗ϯ͕ϬϬϬΛϮϴĚĂǇƐ͕>Ăď>ŽŐEŽ͗͘ϭϳϭϭϵ;ϯϲϳϴͿEWDDŽŶĚĂǇ͕:ĂŶƵĂƌǇϯϭ͕ϮϬϮϮϴ͗ϰϳDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϭͬϮϱͬϮϬϮϭ^Ğƚϭсϭ͕ϴϯϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϮͬϭϲͬϮϬϮϭ^ĞƚϭсϮ͕ϮϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϭͬϭϯͬϮϬϮϮ^ĞƚϭсϮ͕ϰϱϬƉƐŝϵϬĚĂǇďƌĞĂŬϬϮͬϭϲͬϮϬϮϮ^ĞƚϭсƉƐŝϮϴ ϭϭͬϭϴͬϮϬϮϭ ƵŝůĚŝŶŐ͗d͘ϭͬϳ ƌƐĞŶĞEƚǁĂůŝ ŽŶĐƌĞƚĞ͕ůŽǁďƌĞĂŬ͗ĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗ϰ͕ϬϬϬΛϮϴĚĂǇƐ͕>Ăď>ŽŐEŽ͗͘ϭϳϮϴϮ;ϯϲϴϭͿ E WDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϭͬϮϱͬϮϬϮϭ^ĞƚϭсϮ͕ϬϲϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϮͬϭϲͬϮϬϮϭ^ĞƚϭсϮ͕ϱϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϭͬϭϯͬϮϬϮϮ^Ğƚϭсϯ͕ϮϮϬƉƐŝϵϬĚĂǇďƌĞĂŬϬϮͬϭϲͬϮϬϮϮ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϮϵ ϭϭͬϮϮͬϮϬϮϭ ƵŝůĚŝŶŐ͗d͘ϭͬϲ ƌƐĞŶĞEƚǁĂůŝ ŽŶĐƌĞƚĞ͕ůŽǁďƌĞĂŬ͗ĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗ϯ͕ϬϬϬΛϮϴĚĂǇƐ͕>Ăď>ŽŐEŽ͗͘ϭϳϭϵϳ;ϯϳϮϴͿ E WDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϭͬϮϵͬϮϬϮϭ^Ğƚϭсϭ͕ϳϮϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϮͬϮϬͬϮϬϮϭ^ĞƚϭсϮ͕ϯϭϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϭͬϭϳͬϮϬϮϮ^ĞƚϭсϮ͕ϯϳϬƉƐŝϵϬĚĂǇďƌĞĂŬϬϮͬϮϬͬϮϬϮϮ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϯϬ ϭϮͬϮϳͬϮϬϮϭ >ĞǀĞůϮ͕>Ͳ<͘ϴͬďϮϭͲďϮϮ ƌŝĐWŝƚŵĂŶ 'ƌŽƵƚ͕ůŽǁďƌĞĂŬ͗ĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗Ϯ͕ϱϬϬΛϮϴĚĂǇƐ͗>Ăď>ŽŐEŽ͗͘ϭϳϴϵϬ;ϰϬϭϬͿ E WDKZƚŽĚǀŝƐĞϯϮĚĂǇďƌĞĂŬϬϭͬϮϴͬϮϬϮϮ^Ğƚϭсϭ͕ϭϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϮͬϮϭͬϮϬϮϮ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϯϭ ϮͬϵͬϮϬϮϮ'ƌĂĚĞŽŶ>ĞǀĞůϭĂƚ>ŝŶĞD͘ϱͲY͕ZŽǁĂϭϴͲWĂƐƐĂϯϬŶĞĂDƵƐŚŝ&ůŽŽƌ>ĞǀĞůŶĞƐƐŵĞĂƐƵƌĞŵĞŶƚĚŝĚŶŽƚŵĞĞƚƉƌŽũĞĐƚƐƉĞĐƌĞƋƵŝƌĞŵĞŶƚƐ͘ϯ͘ϵ&/E/^,/E'&>KKZ^E^>^^ƉĞĐŝĨŝĞĚŽǀĞƌĂůůǀĂůƵĞƐŽĨĨůĂƚŶĞƐƐ͕&;&Ϳϯϱ͖ĂŶĚŽĨůĞǀĞůŶĞƐƐ͕&;>ͿϮϱ͖ǁŝƚŚŵŝŶŝŵƵŵůŽĐĂůǀĂůƵĞƐŽĨĨůĂƚŶĞƐƐ͕&;&ͿϮϰ͖ĂŶĚŽĨůĞǀĞůŶĞƐƐ͕&;>Ϳϭϳ͖ĨŽƌƐůĂďƐͲŽŶŐƌĂĚĞE WD KZƚŽĚǀŝƐĞ^ƚĂƚƵƐ͗tŽƌŬͲŝŶͲWƌŽŐƌĞƐƐ>ĞŐĞŶĚ͗^ƚĂƚƵƐ͗ůŽƐĞĚ^ƚĂƚƵƐ͗KƉĞŶ TESTING INSPECTION ENGINEERING Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 01/31/2022 Client: PMA Consultants, LLC Date of Sampling: 01/24/2022 Lab Log No.: 17921 (4001, 4021) Reviewed by: Edmychael Colon, Lab Manager 01/31/2022 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 #: Spec Mix Supplier: CCRM Contractor: Lighthouse 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: wall Location: Onsite Location for overall pour: Location when sampled: Gymnasium J.7/b28-b30, J.7-L/ b33 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 58 50-90 Slump (in.): NA N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 30 >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: 01/28/2022 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 01/31/2022 Luis Soto Soldevilla 3.40 3.43 6.61 11.66 47,563 4,080 psi B 28 02/21/2022 C 28 02/21/2022 D 28 02/21/2022 7 Day Avg.:4080 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 6 Masonry Mortar Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 01/31/2022 Client: PMA Consultants, LLC Date of Sampling: 01/24/2022 Lab Log No.: 17921 (4001, 4021) Reviewed by: Edmychael Colon, Lab Manager 01/31/2022 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 #: Type S Supplier: Amerimix Contractor: Lighthouse Set: 1 of 1 Truck #: N/A Design Strength (psi): 1,800 @28 days Ticket#: N/A Sample Material/Shape: ASTM C780 A7.6 Compressive Testing of Masonry Mortar (2x2)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: Building B Gymnasium K/b33 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 56 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 36 >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: 02/01/2022 Technician that received: JK Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 01/31/2022 Luis Soto Soldevilla 1.99 1.99 2.02 3.96 5,883 1,490 psi B 7 01/31/2022 Luis Soto Soldevilla 1.99 1.98 2.02 3.94 6,352 1,610 psi C 7 01/31/2022 Luis Soto Soldevilla 1.99 1.99 2.02 3.96 5,521 1,390 psi D 28 02/21/2022 E 28 02/21/2022 F 28 02/21/2022 7 Day Avg.:1500 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 # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 02/01/2022 Client: PMA Consultants, LLC Date of Sampling: 12/07/2021 Lab Log No.: 17374 (3800) Reviewed by: Edmychael Colon, Lab Manager 02/01/2022 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 Luis Soto Soldevilla 3.41 3.43 6.79 11.70 21,915 1,870 psi D 90 03/07/2022 FAILS TO MEET DESIGN STRENGTH 56 Day Avg.:1870 Remarks: Internal voids. Low 7-Day indication compression test result. TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 02/01/2022 Client: PMA Consultants, LLC Date of Sampling: 01/25/2022 Lab Log No.: 17891 (4002-4005) Reviewed by: Edmychael Colon, Lab Manager 02/01/2022 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 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Mix Contractor: Silverback Set: 1 of 4 Truck #: 56 Design Strength (psi): 3,000 @28 days Ticket#: 23070 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 Location when sampled: K/b23 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 64 50-90 Slump or Spread (in.): 7.75 5-9 Unit Wt (#cu ft): 148.8 148.17 Air Temperature (ºF): 38 >40 Air Content (%): 1.6 0-3 Time Sampled: 7:30 AM Aggregate Size (in): 3/4 N/A Batch Time: 6:42 AM Time in Truck: 48 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 01/27/2022 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 02/01/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 33,725 2,680 psi Type 2 B 28 02/22/2022 4.00 8.00 12.57 Fld C 28 02/22/2022 4.00 8.00 12.57 Fld D 28 02/22/2022 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:2,680 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 02/01/2022 Client: PMA Consultants, LLC Date of Sampling: 01/25/2022 Lab Log No.: 17891 (4002-4005) Reviewed by: Edmychael Colon, Lab Manager 02/01/2022 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 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape cod Ready Mix Contractor: Silverback Set: 2 of 4 Truck #: 58 Design Strength (psi): 3,000 @28 days Ticket#: 23077 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 Location when sampled: N/b21 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 58 50-90 Slump or Spread (in.): 6.0 5-9 Unit Wt (#cu ft): 149.3 148.17 Air Temperature (ºF): 38 >40 Air Content (%): 1.2 0-3 Time Sampled: 9:00 AM Aggregate Size (in): 3/4 N/A Batch Time: 8:34 AM Time in Truck: 26 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 01/27/2022 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 02/01/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 36,481 2,900 psi Type 2 B 28 02/22/2022 4.00 8.00 12.57 Fld C 28 02/22/2022 4.00 8.00 12.57 Fld D 28 02/22/2022 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:2,900 psi Remarks: TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 02/01/2022 Client: PMA Consultants, LLC Date of Sampling: 01/25/2022 Lab Log No.: 17891 (4002-4005) Reviewed by: Edmychael Colon, Lab Manager 02/01/2022 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 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape cod Ready Mix Contractor: Silverback Set: 3 of 4 Truck #: 55 Design Strength (psi): 3,000 @28 days Ticket#: 23080 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 Location when sampled: K/b18 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 65 50-90 Slump or Spread (in.): 6.5 5-9 Unit Wt (#cu ft): 148.6 148.17 Air Temperature (ºF): 40 >40 Air Content (%): 1.4 0-3 Time Sampled: 10:14 AM Aggregate Size (in): 3/4 N/A Batch Time: 9:37 AM Time in Truck: 37 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 01/27/2022 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 02/01/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 41,795 3,320 psi Type 2 B 28 02/22/2022 4.00 8.00 12.57 Fld C 28 02/22/2022 4.00 8.00 12.57 Fld D 28 02/22/2022 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,320 psi Remarks: TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 02/01/2022 Client: PMA Consultants, LLC Date of Sampling: 01/25/2022 Lab Log No.: 17891 (4002-4005) Reviewed by: Edmychael Colon, Lab Manager 02/01/2022 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 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape cod Ready Mix Contractor: Silverback Set: 4 of 4 Truck #: 67 Design Strength (psi): 3,000 @28 days Ticket#: 33313 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 Location when sampled: M.3/b17 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 66 50-90 Slump or Spread (in.): 6.25 5-9 Unit Wt (#cu ft): 148.4 148.17 Air Temperature (ºF): 42 >40 Air Content (%): 1.7 0-3 Time Sampled: 11:30 AM Aggregate Size (in): 3/4 N/A Batch Time: 10:26 AM Time in Truck: 64 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 01/27/2022 Technician that received: MN Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 02/01/2022 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 42,331 3,370 psi Type 2 B 28 02/22/2022 4.00 8.00 12.57 Fld C 28 02/22/2022 4.00 8.00 12.57 Fld D 28 02/22/2022 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,370 psi Remarks: TESTING INSPECTION ENGINEERING Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 02/02/2022 Client: PMA Consultants, LLC Date of Sampling: 01/26/2022 Lab Log No.: 17966 (4029) Reviewed by: Edmychael Colon, Lab Manager 02/02/2022 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 #: Spec Mix Supplier: CCRM Contractor: Lighthouse 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: wall Location: Onsite Location for overall pour: Building B Gymnasium J.7/B29 Location when sampled: Building B Gymnasium J.7/b28-b30, J.7-L/ b33 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 56 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 38 >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: 02/01/2022 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 02/02/2022 Max Nabulsi 3.48 3.51 6.05 12.22 39,513 3,230 psi B 28 02/23/2022 C 28 02/23/2022 D 28 02/23/2022 7 Day Avg.:3230 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 6 Masonry Mortar Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Abdulwahab Abulgasem Report Date: 02/03/2022 Client: PMA Consultants, LLC Date of Sampling: 01/06/2022 Lab Log No.: 17660 Reviewed by: Edmychael Colon, Lab Manager 02/03/2022 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 #: Type S Supplier: Girard & Co. Contractor: Lighthouse Masonry, Inc. Set: 1 of 1 Truck #: N/A Design Strength (psi): 1,800 @28 days Ticket#: N/A Sample Material/Shape: ASTM C780 A7.6 Compressive Testing of Masonry Mortar (2x2)Type of Structure: Wall Location: Onsite Location for overall pour: L.6/B.33 Location when sampled: P.1-J.1/B.33 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 53 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 42 >40 Air Content (%): N/A N/A Time Sampled: 8:00 AM Aggregate Size (in): N/A N/A Batch Time: 7:30 AM Time in Truck: 30 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 01/11/2022 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 01/13/2022 Luis Soto Soldevilla 1.99 1.99 2.00 3.96 6,973 1,760 psi B 7 01/13/2022 Luis Soto Soldevilla 1.99 2.00 2.00 3.98 7,169 1,800 psi C 7 01/13/2022 Luis Soto Soldevilla 1.99 2.00 2.00 3.98 6,922 1,740 psi D 28 02/03/2022 Luis Soto Soldevilla 1.99 1.98 2.02 3.94 10,284 2,610 psi E 28 02/03/2022 Luis Soto Soldevilla 1.98 1.97 1.99 3.90 10,846 2,780 psi F 28 02/03/2022 Luis Soto Soldevilla 1.97 1.97 1.96 3.88 10,927 2,820 psi MEETS DESIGN STRENGTH 28 Day Avg.:2740 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 # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 02/04/2022 Client: PMA Consultants, LLC Date of Sampling: 01/28/2022 Lab Log No.: 17967 (4026) Reviewed by: Edmychael Colon, Lab Manager 02/04/2022 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 #: Spec Mix Supplier: CCRM Contractor: Lighthouse 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: wall Location: Onsite Location for overall pour: Location when sampled: L.5-N.7/b33 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump (in.): NA N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 36 >40 Air Content (%): N/A N/A Time Sampled: 8:20 AM Aggregate Size (in): N/A N/A Batch Time: 7:39 AM Time in Truck: 41 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 02/01/2022 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 02/04/2022 Getnet Beyene 3.39 3.39 6.63 11.49 17,633 1,530 psi B 28 02/25/2022 C 28 02/25/2022 D 28 02/25/2022 7 Day Avg.:1530 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 6 Masonry Mortar Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 02/04/2022 Client: PMA Consultants, LLC Date of Sampling: 01/28/2022 Lab Log No.: 17968 (4028) Reviewed by: Edmychael Colon, Lab Manager 02/04/2022 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 #: Supplier: Contractor: Set: 1 of 1 Truck #: Design Strength (psi): 1,800 @28 days Ticket#: Sample Material/Shape: ASTM C780 A7.6 Compressive Testing of Masonry Mortar (2x4)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: J.7/b29-31 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 58 50-90 Slump (in.): N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 36 >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: 02/01/2022 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 02/04/2022 Luis Soto Soldevilla 1.95 1.98 1.98 3.86 4,542 1,180 psi B 7 02/04/2022 Luis Soto Soldevilla 1.98 1.98 1.95 3.92 3,802 970 psi C 7 02/04/2022 Luis Soto Soldevilla 1.99 1.98 1.97 3.94 4,721 1,200 psi D 28 02/25/2022 E 28 02/25/2022 F 28 02/25/2022 7 Day Avg.:1120 Remarks: Received Sample Condition: Acceptable and/or Satisfactory