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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2021-12-17Summary Report #29 December 20, 2021 Attn: Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas Application No.: December 13, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. 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. December 14, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. 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. December 15, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. 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. December 16, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Tony Paradis reported to Nicholas Hull with PMA at the jobsite. Performed structural steel and welding inspection in the field. See attached. Exception: WPSs not available for review for Stellar Steel Erectors or United Steel. Stellar Steel Used FCAW process in the 2F, 4F, 2G and 3G SRVLWLRQV. United Steel used the SMAW process in the 2F SRVLWLRQ. WPQRs UHFHLYHG for Stellar Steel Erectors show no welders qualified for FCAW welds in the 4F or 3G positions. Non-compliance conditions were brought to the attention of Mitch Miller with PMA. See attached Non-Compliance Report. TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York The work observed was, to the best of Arsene's, Tony's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship, except as noted. December 17, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. No Samples Taken. See attached. Tony Paradis reported to Nicholas Hull with PMA at the jobsite. Performed material identification inspection. See attached. Exception: Contractor has failed to maintain 3/4" minimum distance from screw to edge of light gauge surfaces as called for in General Note 4 on SK-3. Non-compliance conditions were brought to the attention of Mitch Miller with PMA. See attached Non-Compliance Report. The work observed was, to the best of Arsene's, Tony's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship, except as noted. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Reviewed by: Enea Mushi Project Manager 12-23-2021 Date Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com) Administrative Contact: Gina Salerno (gsalerno@fenaghengineering.com) TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali December 13, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 53°F Permit No. : Plans Dated: 09/23/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 12-13-2021 Date Enea Mushi Project Manager 12-21-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , Excavator. No samples taken. Density Std (DS): 2477 Moisture Std (MS): 475 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Fiber optic line south of building A Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Plate compactor Excavation: Excavator Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture Loose glacial 1 S774 115.8 10.0 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Fiber optic line 6 -1 1 111.2 5.7 96 Pass 2 Fiber optic line 6 0 1 111.5 6.4 96 Pass 3 Fiber optic line 6 -1 1 110.8 5.8 96 Pass TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali December 14, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 40°F Permit No. : Plans Dated: 04/16/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 12-14-2021 Date Enea Mushi Project Manager 12-22-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , Excavator. No samples taken. Density Std (DS): 2478 Moisture Std (MS): 474 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: Import: R.B.O General Location of Fill: South side of A fiber optic line Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Plate compactor Excavation: Excavator Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture Sandy gravel 1 C-185b 130.4 8.2 Loose glacial 2 S774 115.8 10.0 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Fiber optic line 6 -1 2 110.2 5.6 95 Pass 2 Fiber optic line 6 0 2 110.9 6.0 96 Pass 3 H.1/c19 6 -1 1 124.4 6.8 95 Pass 4H.1/c19 6 0 1 124.8 6.7 96 Pass Additional Notes: Proctor provided by R.B.O TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali December 15, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 52°F Permit No. : Plans Dated: 09/23/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 12-15-2021 Date Enea Mushi Project Manager 12-21-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , Excavator. No samples taken. Density Std (DS): 2488 Moisture Std (MS): 471 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: South East of B Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Plate compactor Excavation: Excavator Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture Loose glacial 1 S774 115.8 10.0 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Fiber optic line 6 -2 1 111.4 5.8 96 Pass 2 Fiber optic line 6 -1 1 111.8 6.1 97 Pass 3 Fiber optic line 6 0 1 110.7 5.6 96 Pass TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali December 16, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 50°F Permit No. : Plans Dated: 04/16/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 12-16-2021 Date Enea Mushi Project Manager 12-22-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor , Excavator. No samples taken. Density Std (DS): 2474 Moisture Std (MS): 478 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: R.B.O General Location of Fill: Patio between B and C Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Plate compactor Excavation: Excavator Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture Sandy gravel 1 C-185b 130.4 8.2 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 H.8/b18 6 -1 1 124.6 6.6 96 Pass 2H.8/b21 6 0 1 124.0 6.3 95 Pass 3 H.8/b18 6 -1 1 123.7 6.4 95 Pass 4H.8/b21 6 0 1 123.5 6.0 95 Pass Additional Notes: Proctor provided by RBO. TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Tony Paradis Inspection Type: Field Welding Pg. 1 of 2 December 16, 2021 Time In: 10:00 Time Out: 19:00 Weather: Partly Cloudy Temperature: 50°F Permit No. : 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Tony Paradis reported to Nicholas Hull with PMA at the jobsite. Performed structural steel and welding inspection. Reviewed welder qualification documents for the following welders: Company Welder name ID #Company Welder name ID # United SteelMathew Barnett N/A Stellar Steel Erectors unknow, see NCR n/a Reviewed the following WPS(s): WPS Number see NCR Materials/Storage : Processes Used: Process Type of electrode/wire Diameter Shielding Gas SMAW E7018 1/8 N/A FCAW E71T unknown unknown Weldments observed consisted of: Weld Type Weld Material to Weld Material from Level Location/Piece No Remarks Ref. Details Single-pass fillet Diagonal brace Gusset plate 1, area A S.1-S.5/b11 bottoms only Welding Complete 7/S4.00 Single-pass fillet, Flare-bevel indirect butt splice Angle Tube steel beam, Tube steel column 16 K.9-N/b33 steel girts Welding Complete 1 + 2/E-57 Single-pass fillet Bent plate Wide flange beam low roof/high roof N.9-K/b1, K/b1-b22, L+P.7/a17-b21, L- P.7/a17+b21, V-V.9/a15, W/a1-a14, W-V/a1, V/a1-a2, V-U/a2 Welding Complete 1 + 2/38ME100 Additional Notes: VT ok for above mentioned completed welds. rnObserved Cold formed metal framing at bldg D. Multiple issues were found including but not limited to missing screws, missing strapping, missing A546 clips to HSS beams, top plates covered not allowing inspection, FTC8 clips missing or covered, missing shot pins to concrete. Exception(s): WPSs not available for review for Stellar Steel Erectors or United Steel. Stellar Steel Used FCAW process in the 2F, 4F, 2G and 3G possitions. United Steel used the SMAW process in the 2F possition. rnWPQRs recieved for Stellar Steel Erectors show no welders qualified for FCAW welds in the 4F or 3G positions. Non-compliance conditions were brought to the attention of Mitch Miller with PMA TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Tony Paradis Inspection Type: Field Welding Pg. 2 of 2 December 16, 2021 Time In: 10:00 Time Out: 19:00 Weather: Partly Cloudy Temperature: 50°F Permit No. : Plans Dated: 03/01/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship, except as noted. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Tony Paradis Inspector 12-16-2021 Date Enea Mushi Project Manager 12-21-2021 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 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 December 17, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 60°F Permit No. : Plans Dated: 09/23/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 12-17-2021 Date Enea Mushi Project Manager 12-21-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. No samples taken. Additional Notes: Observed placement of stones in building B. TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Tony Paradis Inspection Type: Material ID Pg. 1 of 1 December 17, 2021 Time In: 05:30 Time Out: 11:30 Weather: Clear Temperature: 50°F Permit No. : Plans Dated: 03/01/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship, except as noted. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Tony Paradis Inspector 12-17-2021 Date Enea Mushi Project Manager 12-21-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Tony Paradis reported to Nicholas Hull with PMA at the jobsite. Performed material ID on the following: Material Heat Number Accept Samples taken Material Heat Number Accept Samples taken Type Size Type Size Cold formed metal framing 18 Gaug e n/a Yes n/a Additional Notes: Observed Cold formed metal framing parapet at above mentioned location. 18ga studs and top and btm plates, 1 screw through each flange, 8 shot pins connecting studs to each vertical support plate. rnrnNote: Sunshade HSS bolting in Area D level 1 was found to be incomplete. Referenced Details: SK-1 thru 7 Exception(s): Contractor has failed to maintain 3/4" minimum distance from screw to edge of light gauge surfaces as called for in General Note 4 on SK-3. EZ/η ĂƚĞ >ŽĐĂƚŝŽŶ /ŶƐƉĞĐƚŽƌ /ƐƐƵĞZ&/ͬ^ƵďŵŝƚƚĂůEŽ͘ZĞƐŽůǀĞĚ͍;zͬEͿ ^ƵďͬŽŶƚƌĂĐƚŽƌ ĂƚĞZĞƐŽůǀĞĚ ŽŵŵĞŶƚϭ ϳͬϮϭͬϮϬϮϭ tĂůů͗ͬĚϯ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϬͬϮϬϮϭ^Ğƚϭсϭ͕ϴϲϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^ĞƚϭсϮ͕ϴϬϬƉƐŝ^ĞƚϭсϮ͕ϵϬϬƉƐŝ^Ğƚϭсϯ͕ϰϴϬƉƐŝϮϴĚĂǇĂǀĞƌĂŐĞсϯ͕ϬϲϬƉƐŝϮ ϳͬϮϴͬϮϬϮϭ &ŽŽƚŝŶŐ͗ϭϲͬ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͗>Ăď>ŽŐEŽ͗͘ϭϱϱϭϵ;ϮϳϰϰͲϮϳϰϱͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^Ğƚϭсϯ͕ϯϱϬƉƐŝ^Ğƚϭсϯ͕ϱϬϬƉƐŝ^Ğƚϭсϯ͕ϲϮϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϵͬϮϮͬϮϬϮϭ^ĞƚϭсƉƐŝϯ ϳͬϯϬͬϮϬϮϭ&ŽŽƚŝŶŐƐ^Ğƚηϭ͗ŽůƵŵŶůŝŶĞͬZŽǁ͗͘ϯͬĐϭϭϲ^ĞƚηϮŽůƵŵŵůŝŶĞͬZŽǁĐϱͬ,ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϮϴĚĂǇďƌĞĂŬϬϴͬϮϳͬϮϬϮϭ^Ğƚϭсϯ͕ϬϳϬƉƐŝ^Ğƚϭсϯ͕ϯϯϬƉƐŝ^Ğƚϭсϯ͕ϰϯϬƉƐŝ^ĞƚϮсϯ͕ϯϯϬƉƐŝ^ĞƚϮсϯ͕ϱϮϬƉƐŝ^ĞƚϮсϯ͕ϱϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϵͬϮϰͬϮϬϮϭ^Ğƚηϭсϯ͕ϳϮϬƉƐŝ^ĞƚηϮсϯ͕ϲϳϬƉƐŝϰ ϴͬϯͬϮϬϮϭ&ŽŽƚŝŶŐƐ͗ůĞǀĂƚŽƌƉŝƚĨŽƵŶĚĂƚŝŽŶƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϲϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^Ğƚϭсϯ͕ϭϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϵͬϮϴͬϮϬϮϭ^Ğƚϭсϯ͕ϯϯϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝ^Ğƚϭсϯ͕ϳϬϬƉƐŝϱϲĚĂǇĂǀĞƌĂŐĞƐĞƚϭсϯ͕ϱϭϬƉƐŝϱ ϴͬϲͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚƵŝůĚŝŶŐĂŶĚͲͬĐϮƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϯͬϮϬϮϭ^ĞƚϭсϮ͕ϵϴϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϯͬϮϬϮϭ^Ğƚϭсϯ͕ϭϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϮϯϬƉƐŝ^Ğƚϭсϯ͕ϰϬϬƉƐŝϲ ϴͬϲͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚƵŝůĚŝŶŐĂŶĚͲ:͘ϳͬďϮϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϯͬϮϬϮϭ^ĞƚϮсϮ͕ϯϵϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϯͬϮϬϮϭ^ĞƚϮсϯϯϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϴͬϮϬϮϭ^ĞƚϭсƉƐŝϳ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗W͘ϭͬďϯϯƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϭϳĚĂǇďƌĞĂŬϬϴͬϯϬͬϮϬϮϭ^Ğƚϭсϯ͕ϬϵϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^Ğƚϭсϯ͕ϰϲϬƉƐŝ^Ğƚϭсϯ͕ϱϭϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϴ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗:͘ϯͬďϮϰƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϬͬϮϬϮϭ^ĞƚϭсϮ͕ϯϮϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϴϰϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝ ϵ ϴͬϮϬͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚ&ŽƵŶĚĂƚŝŽŶ͗tĂůů͗,ͬĐϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͗>Ăď>ŽŐEŽ͗͘ϭϱϴϲϬ;ϯϬϮϰͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϳͬϮϬϮϭ^ĞƚϭсϮ͕ϴϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϳͬϮϬϮϭ^Ğƚϭсϯ͕ϰϰϬƉƐŝ^Ğƚϭсϯ͕ϱϬϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϭϱͬϮϬϮϭ^Ğƚϭсϯ͕ϵϮϬƉƐŝ^Ğƚϭсϰ͕ϬϮϬƉƐŝϭϬ ϵͬϯͬϮϬϮϭ >ĞǀĞůϭtĂůů͖hͬĂϱ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϬϲϳ;ϯϭϮϯͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϬϱϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϭͬϮϬϮϭ^Ğƚϭсϯ͕ϭϬϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϮϵͬϮϬϮϭ^Ğƚϭсϯ͕ϱϭϬƉƐŝ^Ğƚϭсϯ͕ϲϯϬƉƐŝ^Ğƚϭсϯ͕ϲϲϬƉƐŝϭϭ ϵͬϵͬϮϬϮϭ >ĞǀĞůϭ&ŽŽƚŝŶŐ͗D͘ϱͬďϭϳ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϭϯϮ;ϯϭϳϱͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϲͬϮϬϮϭ^ĞƚϭсϮ͕ϰϬϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϳͬϮϬϮϭ^Ğƚϭсϯ͕ϰϴϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϬϰͬϮϬϮϭ^Ğƚϭсϰ͕ϬϱϬƉƐŝ^Ğƚϭсϰ͕ϮϰϬƉƐŝϭϮ ϵͬϭϬͬϮϬϮϭ >ĞǀĞůϭ&ŽŽƚŝŶŐ͗>͘ϵͬďϮ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϭϯϯ;ϯϭϳϲͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϳͬϮϬϮϭ^ĞƚϭсϮ͕ϯϯϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϰϱϬƉƐŝ^Ğƚϭсϯ͕ϰϱϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϬϱͬϮϬϮϭ^Ğƚϭсϰ͕ϬϲϬƉƐŝϭϯ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗^ĞƚηϭW͘ϭͬďϯϯ^ĞƚηϮ:͘ϯͬďϮϰƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϱϳϰϱ;ϮϵϰϱͲϮϵϰϲͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϬͬϮϬϮϭ^ĞƚϮсϮ͕ϯϮϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^Ğƚϭсϯ͕ϰϲϬƉƐŝ^Ğƚϭсϯ͕ϱϭϬƉƐŝ^ĞƚϮсϮ͕ϴϰϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϳϲϬƉƐŝ^Ğƚϭсϯ͕ϴϱϬƉƐŝ^ĞƚϮсϯ͕ϮϲϬƉƐŝ^ĞƚϮсϯ͕ϬϯϬƉƐŝ^ĞƚϮсϯ͕ϭϱϬƉƐŝ^Ğƚ Ϯсϯ͕ϮϲϬ ƉƐŝϭϰ ϴͬϭϳͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗^͘ϭͬďϮϳƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϱϳϰϱ;ϮϵϰϱͲϮϵϰϲͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϰͬϮϬϮϭ^ĞƚϭсϮ͕ϱϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϰͬϮϬϮϭ^Ğƚϭсϯ͕ϮϴϬƉƐŝ^Ğƚϭсϯ͕ϰϯϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϭϮͬϮϬϮϭ^Ğƚϭсϰ͕ϬϳϬƉƐŝ^Ğƚϭсϰ͕ϭϭϬƉƐŝϭϱ ϵͬϮϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗WϳͬĂϭϴƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϱϬϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϱ͕ϬϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϱƚŽϴŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰйƚŽϳй͖>Ăď>ŽŐEŽ͗͘ϭϲϮϴϴ;ϯϮϲϰͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϯϬͬϮϬϮϭ^Ğƚϭсϯ͕ϱϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϮϭͬϮϬϮϭ^Ğƚϭсϰ͕ϰϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϭϴͬϮϬϮϭ^Ğƚϭсϰ͕ϴϴϬƉƐŝ^Ğƚϭсϱ͕ϭϮϬƉƐŝ^Ğƚϭсϱ͕ϮϭϬƉƐŝϭϲ ϭϭͬϮͬϮϬϮϭ>ĞǀĞůϭ^ůĂďĂƚƵŝůĚŝŶŐ͗>ŝŶĞͲϭ͕ZŽǁϭͲďĞĨŽƌĞϭϲŶĞĂDƵƐŚŝ DĞĂƐƵƌĞĚ&ůŽŽƌ&ůĂƚŶĞƐƐ͕>ĞǀĞůŶĞƐƐ;ϯϰ͘ϳĂŶĚϭϴ͘ϯͿĚŝĚŶŽƚŵĞĞƚŽǀĞƌĂůůƉƌŽũĞĐƚƌĞƋƵŝƌĞŵĞŶƚ;ϯϱĂŶĚϮϱͿ E DĂƌŐƵĞƌŝƚĞ KZƚŽĚǀŝƐĞ ϭϳ ϵͬϮϳͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚYͲW͘ϳͬĂϭϴ͕ĂϭϴͲϮϰͬtϭϳ͗^ĂŵƉůĞĚΛE͘ϰͬďϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϱϬϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϱ͕ϬϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϱƚŽϴŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰйƚŽϳй͖>Ăď>ŽŐEŽ͗͘ϭϲϯϯϵ;ϯϯϮϯͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϬͬϬϰͬϮϬϮϭ^Ğƚϭсϯ͕ϱϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϮϱͬϮϬϮϭ^Ğƚϭсϰ͕ϭϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϮϮͬϮϬϮϭ^Ğƚϭсϰ͕ϳϬϬƉƐŝϵϬĚĂǇďƌĞĂŬϭϮͬϮϲͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϭϴ ϭϮͬϭϲͬϮϬϮϭ>ĞǀĞůϭ͕ĂƌĞĂΛ^͘ϭͲ^͘ϱͬďϭϭďŽƚƚŽŵƐŽŶůǇ͗>ĞǀĞůϭϲΛ<͘ϵͲEͬďϯϯƐƚĞĞůŐŝƌƚƐ͗>ĞǀĞůůŽǁƌŽŽĨͬŚŝŐŚƌŽŽĨΛE͘ϵͲ<ͬďϭ͕<ͬďϭͲďϮϮ͕>нW͘ϳͬĂϭϳͲďϮϭ͕>W͘ϳͬĂϭϳнďϮϭ͕sͲs͘ϵͬĂϭϱ͕tͬĂϭͲĂϭϰ͕tͲsͬĂϭ͕sͬĂϭͲĂϮ͕sͲhͬĂϮdŽŶǇWĂƌĂĚŝƐtW^ƐŶŽƚĂǀĂŝůĂďůĞĨŽƌƌĞǀŝĞǁĨŽƌ^ƚĞůůĂƌ^ƚĞĞůƌĞĐƚŽƌƐŽƌhŶŝƚĞĚ^ƚĞĞů͘^ƚĞůůĂƌ^ƚĞĞůhƐĞĚ&tƉƌŽĐĞƐƐŝŶƚŚĞϮ&͕ϰ&͕Ϯ'ĂŶĚϯ'ƉŽƐƐŝƚŝŽŶƐ͘hŶŝƚĞĚ^ƚĞĞůƵƐĞĚƚŚĞ^DtƉƌŽĐĞƐƐŝŶƚŚĞϮ&ƉŽƐƐŝƚŝŽŶ͘ƌŶtWYZƐƌĞĐŝĞǀĞĚĨŽƌ^ƚĞůůĂƌ^ƚĞĞůƌĞĐƚŽƌƐƐŚŽǁŶŽǁĞůĚĞƌƐƋƵĂůŝĨŝĞĚĨŽƌ&tǁĞůĚƐŝŶƚŚĞϰ&Žƌϯ'ƉŽƐŝƚŝŽŶƐ͘E WD KZƚŽĚǀŝƐĞϭϵ ϭϮͬϭϳͬϮϬϮϭ ƚŽƉĂŶĚďŽƚƚŽŵƉůĂƚĞƐ dŽŶǇWĂƌĂĚŝƐŽŶƚƌĂĐƚŽƌŚĂƐĨĂŝůĞĚƚŽŵĂŝŶƚĂŝŶϯͬϰΗŵŝŶŝŵƵŵĚŝƐƚĂŶĐĞĨƌŽŵƐĐƌĞǁƚŽĞĚŐĞŽĨůŝŐŚƚŐĂƵŐĞƐƵƌĨĂĐĞƐĂƐĐĂůůĞĚĨŽƌŝŶ'ĞŶĞƌĂůEŽƚĞϰŽŶ^<Ͳϯ͘E WD KZƚŽĚǀŝƐĞϮϬ ϭϮͬϭϴͬϮϬϮϭ>ĞǀĞůϭDĞƚĂůƉĂŶƐƚĂŝƌƐĂƚƵŝůĚŝŶŐdŽŶǇWĂƌĂĚŝƐ>ŽǁƌĞĂŬ͗Dŝǆη͗ϰϬϬϬ'ZE͗^ůƵŵƉϱͲϵĂŝƌϬͲϯĞƐŝŐŶ^ƚƌĞŶŐƚŚ;ƉƐŝͿ͗ϰ͕ϬϬϬΛϮϴĚĂǇƐ͗>Ăď>ŽŐEŽ͗͘ϭϳϮϴϮ;ϯϲϴϭͿEWDKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϭͬϮϱͬϮϬϮϭ^ĞƚϭсϮ͕ϬϲϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϮͬϭϲͬϮϬϮϭ^ĞƚϭсϮ͕ϱϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϭͬϭϯͬϮϬϮϭ^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: 12/17/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc.Contractor: Silverback Set: 1 of 6 Truck #: 55 Design Strength (psi): 4,000 @28 days Ticket#: 22279 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: E/c4 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):69 50-90 Slump or Spread (in.):9.0 5-9 Unit Wt (#cu ft):149.8 149.3 Air Temperature (ºF):53 >40 Air Content (%):1.5 0-3 Time Sampled:7:25 AM Aggregate Size (in):3/4 3/4 Batch Time:6:33 AM Time in Truck:52 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/15/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 51,389 4,090 psi Type 5 B 28 12/06/2021 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: 12/17/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 2 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc.Contractor: Silverback Set: 2 of 6 Truck #: 72 Design Strength (psi): 4,000 @28 days Ticket#: 32449 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: H/c2 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):69 50-90 Slump or Spread (in.):8.0 5-9 Unit Wt (#cu ft):150.1 149.3 Air Temperature (ºF):53 >40 Air Content (%):2.0 0-3 Time Sampled:9:18 AM Aggregate Size (in):3/4 3/4 Batch Time:8:44 AM Time in Truck:34 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/15/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 44,388 3,530 psi Type 2 B 28 12/06/2021 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: 12/17/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 3 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc.Contractor: Silverback Set: 3 of 6 Truck #: 57 Design Strength (psi): 4,000 @28 days Ticket#: 32452 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: D.5/c6 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):70 50-90 Slump or Spread (in.):9.0 5-9 Unit Wt (#cu ft):150.7 149.3 Air Temperature (ºF):54 >40 Air Content (%):1.7 0-3 Time Sampled:10:26 AM Aggregate Size (in):3/4 3/4 Batch Time:9:39 AM Time in Truck:47 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/15/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 38,656 3,080 psi Type 2 B 28 12/06/2021 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: 12/17/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 4 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc.Contractor: Silverback Set: 4 of 6 Truck #: 72 Design Strength (psi): 4,000 @28 days Ticket#: 32456 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: G/c12 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):70 50-90 Slump or Spread (in.):8.75 5-9 Unit Wt (#cu ft):149.5 149.3 Air Temperature (ºF):55 >40 Air Content (%):2.3 0-3 Time Sampled:11:01 AM Aggregate Size (in):3/4 3/4 Batch Time:10:24 AM Time in Truck:37 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/15/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 46,171 3,670 psi Type 2 B 28 12/06/2021 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: 12/17/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 5 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc.Contractor: Silverback Set: 5 of 6 Truck #: 64 Design Strength (psi): 4,000 @28 days Ticket#: 32458 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: F/c116 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):69 50-90 Slump or Spread (in.):7.5 5-9 Unit Wt (#cu ft):150.1 149.3 Air Temperature (ºF):54 >40 Air Content (%):1.6 0-3 Time Sampled:11:33 AM Aggregate Size (in):3/4 3/4 Batch Time:10:50 AM Time in Truck:43 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/15/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 36,210 2,880 psi Type 2 B 28 12/06/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 48,033 3,820 psi Type 2 C 56 01/03/2022 4.00 8.00 12.57 Fld D 56 01/03/2022 4.00 8.00 12.57 Fld E 56 01/03/2022 4.00 8.00 12.57 Fld FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:3,820 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day indication test result. Specimens C-E will be held for 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: 12/17/2021 Client: PMA Date of Sampling: 11/08/2021 Lab Log No.: 16995 Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 6 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc.Contractor: Silverback Set: 6 of 6 Truck #: 83 Design Strength (psi): 4,000 @28 days Ticket#: 32463 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building C Location when sampled: H/c19 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):69 50-90 Slump or Spread (in.):7.0 5-9 Unit Wt (#cu ft):149.6 149.3 Air Temperature (ºF):55 >40 Air Content (%):1.2 0-3 Time Sampled:1:00 PM Aggregate Size (in):3/4 3/4 Batch Time:11:50 AM Time in Truck:70 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/15/2021 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: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/09/2021 Lab Log No.: 17011 Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3000 Supplier: Girard & Co.Contractor: Lighthouse Masonry, Inc. Set: 1 of 1 Truck #:Design Strength (psi): 3,000 @28 days Ticket#: Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Base Plate Location: Onsite Location for overall pour: Location when sampled: Building B and A Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):50-90 Slump (in.):NA N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):59 >40 Air Content (%):N/A Time Sampled: Aggregate Size (in):N/A Batch Time: Time in Truck:<90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 11/15/2021 Technician that received: WC Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 11/16/2021 Luis Soto Soldevilla 3.38 3.38 6.72 11.42 44,239 3,870 psi B 28 12/07/2021 Luis Soto Soldevilla 3.34 3.42 6.69 11.42 82,566 7,230 psi C 28 12/07/2021 Luis Soto Soldevilla 3.32 3.45 6.70 11.45 108,465 9,470 psi D 28 12/07/2021 Luis Soto Soldevilla 3.36 3.43 6.75 11.53 94,265 8,180 psi MEETS DESIGN STRENGTH 28 Day Avg.:8290 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 1 of 7 Truck #: 56 Design Strength (psi): 3,000 @28 days Ticket#: 22370 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: H/c1 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):62 50-90 Slump or Spread (in.):7.25 5-9 Unit Wt (#cu ft):148.6 148.2 Air Temperature (ºF):40 >40 Air Content (%):1.7 0-3 Time Sampled:7:30 AM Aggregate Size (in):3/4 3/4 Batch Time:6:25 AM Time in Truck:65 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 39,082 3,110 psi Type 2 B 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 50,290 4,000 psi Type 2 C 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 49,188 3,910 psi Type 2 D 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 48,247 3,840 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:3,920 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 2 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 2 of 7 Truck #: 53 Design Strength (psi): 3,000 @28 days Ticket#: 22373 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: F/c4 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):64 50-90 Slump or Spread (in.):7.5 5-9 Unit Wt (#cu ft):149.4 148.2 Air Temperature (ºF):40 >40 Air Content (%):1.9 0-3 Time Sampled:8:10 AM Aggregate Size (in):3/4 3/4 Batch Time:7:00 AM Time in Truck:70 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 43,045 3,420 psi Type 2 B 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 51,297 4,080 psi Type 2 C 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 52,368 4,170 psi Type 3 D 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 53,323 4,240 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,160 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 3 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 3 of 7 Truck #: 55 Design Strength (psi): 3,000 @28 days Ticket#: 32556 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: F/c9 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):64 50-90 Slump or Spread (in.):7.0 5-9 Unit Wt (#cu ft):148.5 148.2 Air Temperature (ºF):42 >40 Air Content (%):2.2 0-3 Time Sampled:9:07 AM Aggregate Size (in):3/4 3/4 Batch Time:8:33 AM Time in Truck:34 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 46,019 3,660 psi Type 2 B 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 58,579 4,660 psi Type 2 C 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 58,616 4,660 psi Type 2 D 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 59,734 4,750 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,690 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 4 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 4 of 7 Truck #: 60 Design Strength (psi): 3,000 @28 days Ticket#: 32558 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: ?/c11 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):62 50-90 Slump or Spread (in.):9.0 5-9 Unit Wt (#cu ft):149.4 148.2 Air Temperature (ºF):44 >40 Air Content (%):2.5 0-3 Time Sampled:9:28 AM Aggregate Size (in):3/4 3/4 Batch Time:8:58 AM Time in Truck:30 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 31,777 2,530 psi Type 2 B 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 41,458 3,300 psi Type 2 C 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 43,238 3,440 psi Type 2 D 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 43,048 3,420 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:3,390 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 5 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 5 of 7 Truck #: 83 Design Strength (psi): 3,000 @28 days Ticket#: 170885 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: ?/c15 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):60 50-90 Slump or Spread (in.):8.5 5-9 Unit Wt (#cu ft):149.6 148.2 Air Temperature (ºF):44 >40 Air Content (%):2.0 0-3 Time Sampled:10:22 AM Aggregate Size (in):3/4 3/4 Batch Time:9:41 AM Time in Truck:41 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 34,158 2,720 psi Type 5 B 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 46,068 3,660 psi Type 2 C 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 45,293 3,600 psi Type 2 D 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 42,461 3,380 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:3,550 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 6 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 6 of 7 Truck #: 60 Design Strength (psi): 3,000 @28 days Ticket#: 32566 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: E/c18 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):63 50-90 Slump or Spread (in.):9.0 5-9 Unit Wt (#cu ft):148.7 148.2 Air Temperature (ºF):46 >40 Air Content (%):2.2 0-3 Time Sampled:11:37 AM Aggregate Size (in):3/4 3/4 Batch Time:10:43 AM Time in Truck:54 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 33,430 2,660 psi Type 2 B 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 45,244 3,600 psi Type 2 C 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 44,904 3,570 psi Type 2 D 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 45,309 3,600 psi Type 5 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:3,590 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 35 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17086 (3652-3658) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 7 of 7 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 7 of 7 Truck #: 55 Design Strength (psi): 3,000 @28 days Ticket#: 32571 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C Location when sampled: G/c19 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):64 50-90 Slump or Spread (in.):9.0 5-9 Unit Wt (#cu ft):148.8 148.2 Air Temperature (ºF):47 >40 Air Content (%):2.4 0-3 Time Sampled:12:26 PM Aggregate Size (in):3/4 3/4 Batch Time:11:41 AM Time in Truck:45 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/23/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 35,888 2,860 psi Type 5 B 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 46,368 3,690 psi Type 2 C 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 46,833 3,730 psi Type 2 D 28 12/14/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 48,197 3,830 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:3,750 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/16/2021 Lab Log No.: 17087 (3651) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3000 Supplier: Girard & Co.Contractor: Lighthouse Masonry, Inc. Set: 1 of 1 Truck #:Design Strength (psi): 3,000 @28 days Ticket#: Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Wall Location: Onsite Location for overall pour: Location when sampled: Building A Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):50-90 Slump (in.):NA N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):42 >40 Air Content (%):N/A Time Sampled: Aggregate Size (in):N/A Batch Time: Time in Truck:<90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 11/22/2021 Technician that received: WC Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 11/23/2021 Luis Soto Soldevilla 3.46 3.42 6.71 11.83 27,254 2,300 psi B 28 12/14/2021 Luis Soto Soldevilla 3.45 3.44 6.75 11.87 31,537 2,660 psi C 56 01/11/2022 D 56 01/11/2022 FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:2660 Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day indication test result. Specimens C & D will be held for 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: 12/17/2021 Client: PMA Date of Sampling: 11/17/2021 Lab Log No.: 17118 (3679) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3000 Supplier: Girard & Co.Contractor: Lighthouse Masonry, Inc. Set: 1 of 1 Truck #:Design Strength (psi): 3,000 @28 days Ticket#: Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Wall Location: Onsite Location for overall pour: Location when sampled: Building A Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):50-90 Slump (in.):N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):42 >40 Air Content (%):N/A Time Sampled: Aggregate Size (in):N/A Batch Time: Time in Truck:<90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 11/23/2021 Technician that received: WC Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 11/24/2021 Luis Soto Soldevilla 3.36 3.42 6.81 11.49 24,282 2,110 psi B 28 12/15/2021 Luis Soto Soldevilla 3.43 3.49 6.87 11.97 37,209 3,110 psi C 28 12/15/2021 Luis Soto Soldevilla 3.46 3.49 6.78 12.08 37,371 3,090 psi D 28 12/15/2021 Luis Soto Soldevilla 3.39 3.48 6.61 11.80 36,940 3,130 psi MEETS DESIGN STRENGTH 28 Day Avg.:3110 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/18/2021 Lab Log No.: 17119 (3678) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3000 Supplier: Girard & Co.Contractor: Lighthouse Masonry, Inc. Set: 1 of 1 Truck #:Design Strength (psi): 3,000 @28 days Ticket#: Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Wall Location: Onsite Location for overall pour: Location when sampled: Building A Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):50-90 Slump (in.):N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):62 >40 Air Content (%):N/A Time Sampled: Aggregate Size (in):N/A Batch Time: Time in Truck:<90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 11/23/2021 Technician that received: WC Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 11/25/2021 Max Nabulsi 3.36 3.41 6.69 11.46 20,971 1,830 psi B 28 12/16/2021 Kevin Noel 3.41 3.41 6.69 11.63 26,596 2,290 psi C 56 01/13/2022 D 56 01/13/2022 FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:2290 Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day indication compression test result. Specimen C & D will be held for 56-Days. TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/18/2021 Lab Log No.: 17120 (3682) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Mix Contractor: Silverback Set: 1 of 1 Truck #: 67 Design Strength (psi): 3,000 @28 days Ticket#: 32604 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Grade Location: Onsite Location for overall pour: Level 1 Slab on Grade at Building C-D corridor Location when sampled: D.5/d8 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):64 50-90 Slump or Spread (in.):7.5 5-9 Unit Wt (#cu ft):149.2 148.2 Air Temperature (ºF):66 >40 Air Content (%):1.8 0-3 Time Sampled:10:37 AM Aggregate Size (in):3/4 3/4 Batch Time:10:04 AM Time in Truck:33 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/23/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/25/2021 Max Nabulsi 4.00 8.00 12.57 Fld 42,503 3,380 psi Type 2 B 28 12/16/2021 Kevin Noel 4.00 8.00 12.57 Fld 53,410 4,250 psi Type 2 C 28 12/16/2021 Kevin Noel 4.00 8.00 12.57 Fld 53,535 4,260 psi Type 2 D 28 12/16/2021 Kevin Noel 4.00 8.00 12.57 Fld 51,502 4,100 psi Type 2 E H H 4.00 8.00 12.57 Fld MEETS DESIGN STRENGTH 28 Day Avg.:4,200 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Consultants, LLC Date of Sampling: 11/22/2021 Lab Log No.: 17197 (3728) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3000 Supplier: Girard & Co.Contractor: Lighthouse Masonry, Inc. Set: 1 of 1 Truck #:Design Strength (psi): 3,000 @28 days Ticket#: Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Wall Location: Onsite Location for overall pour: Location when sampled: Building A Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):50-90 Slump (in.):N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):50 >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: 12/02/2021 Technician that received: WC Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 11/29/2021 Luis Soto Soldevilla 3.39 3.45 6.86 11.70 20,108 1,720 psi B 28 12/20/2021 Luis Soto Soldevilla 3.46 3.49 6.51 12.08 27,906 2,310 psi C 56 01/17/2022 D 56 01/17/2022 FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:2310 Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 7 & 28-Day indication compression test results. 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: 12/17/2021 Client: PMA Date of Sampling: 11/30/2021 Lab Log No.: 17218 (3729) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3000 Supplier: Girard & Co.Contractor: Lighthouse Masonry, Inc. Set: 1 of 1 Truck #:Design Strength (psi): 3,000 @28 days Ticket#: Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Wall Location: Onsite Location for overall pour: Location when sampled: Building A Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):50-90 Slump (in.):N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):37 >40 Air Content (%):N/A Time Sampled: Aggregate Size (in):N/A Batch Time: Time in Truck:<90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 12/06/2021 Technician that received: WC Test #Age of Test (Days)Date Technician Dimensions (inch)X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 12/07/2021 Luis Soto Soldevilla 3.44 3.40 6.70 11.70 30,480 2,610 psi B 28 12/28/2021 C 28 12/28/2021 D 28 12/28/2021 7 Day Avg.:2610 Remarks: Received Sample Condition: Acceptable and/or Satisfactory, Box mislabeled by field. TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/30/2021 Lab Log No.: 17219 (3727) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 1 of 1 Truck #: 72 Design Strength (psi): 4,000 @28 days Ticket#: 32703 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building B Location when sampled: N.3/a20 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):67 50-90 Slump or Spread (in.):6.0 5-9 Unit Wt (#cu ft):150.2 149.3 Air Temperature (ºF):37 >40 Air Content (%):2.2 0-3 Time Sampled:9:46 AM Aggregate Size (in):3/4 N/A Batch Time:8:58 AM Time in Truck:48 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 12/06/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 12/07/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 45,546 3,620 psi Type 2 B 28 12/28/2021 4.00 8.00 12.57 Lab C 28 12/28/2021 4.00 8.00 12.57 Lab D 28 12/28/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 7 Day Avg.:3,620 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: 12/17/2021 Client: PMA Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 6 Information provided by Field Technician Mix #: 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 4.00 8.00 12.57 Fld C 28 12/30/2021 4.00 8.00 12.57 Fld D 28 12/30/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:4,290 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: 12/17/2021 Client: PMA Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 2 of 6 Information provided by Field Technician Mix #: 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 4.00 8.00 12.57 Fld C 28 12/30/2021 4.00 8.00 12.57 Fld D 28 12/30/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,920 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: 12/17/2021 Client: PMA Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 3 of 6 Information provided by Field Technician Mix #: 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 4.00 8.00 12.57 Fld C 28 12/30/2021 4.00 8.00 12.57 Fld D 28 12/30/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,980 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: 12/17/2021 Client: PMA Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 4 of 6 Information provided by Field Technician Mix #: 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 4.00 8.00 12.57 Fld C 28 12/30/2021 4.00 8.00 12.57 Fld D 28 12/30/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,940 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: 12/17/2021 Client: PMA Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 5 of 6 Information provided by Field Technician Mix #: 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 4.00 8.00 12.57 Fld C 28 12/30/2021 4.00 8.00 12.57 Fld D 28 12/30/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,740 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: 12/17/2021 Client: PMA Date of Sampling: 12/02/2021 Lab Log No.: 17225 (3736-3741) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 6 of 6 Information provided by Field Technician Mix #: 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 4.00 8.00 12.57 Fld C 28 12/30/2021 4.00 8.00 12.57 Fld D 28 12/30/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:4,810 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: 12/17/2021 Client: PMA Date of Sampling: 12/02/2021 Lab Log No.: 17226 (3735) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3000 Supplier:Contractor: Set: 1 of 1 Truck #:Design Strength (psi): 3,000 @28 days Ticket#: Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: Building C Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):50-90 Slump (in.):NA N/A Unit Wt (#cu ft):N/A Air Temperature (ºF):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 C 28 12/30/2021 D 28 12/30/2021 7 Day Avg.:1290 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 12/17/2021 Client: PMA Date of Sampling: 11/18/2021 Lab Log No.: 17282 (3681) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 4000DGRNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 1 of 1 Truck #: 72 Design Strength (psi): 4,000 @28 days Ticket#: 32598 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Metal pan stairs Location: Onsite Location for overall pour: Level 1 Metal pan stairs at Building D Location when sampled: West side stairs Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF):62 50-90 Slump or Spread (in.):8.0 5-9 Unit Wt (#cu ft):148.7 149.3 Air Temperature (ºF):60 >40 Air Content (%):1.6 0-3 Time Sampled:7:40 AM Aggregate Size (in):3/8 3/4 Batch Time:6:42 AM Time in Truck:58 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 12/08/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²)Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/25/2021 Max Nabulsi 4.00 8.00 12.57 Lab 25,909 2,060 psi Type 2 B 28 12/16/2021 Kevin Noel 4.00 8.00 12.57 Lab 32,412 2,580 psi Type 2 C 56 01/13/2022 4.00 8.00 12.57 Lab D 56 01/13/2022 4.00 8.00 12.57 Lab E 56 01/13/2022 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:2,580 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day compression test result. Specimens C-E will be held for 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: 12/17/2021 Client: PMA Date of Sampling: 12/07/2021 Lab Log No.: 17374 (3799) Reviewed by: CJ Martens 12/17/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3000 Supplier: Girard & Co.Contractor: Lighthouse Masonry, Inc. Set: 1 of 1 Truck #:Design Strength (psi): 3,000 @28 days Ticket#: Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Wall Location: Onsite Location for overall pour: Location when sampled: Building 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 C 28 01/04/2022 D 28 01/04/2022 7 Day Avg.:1200 Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 7-Day indication compression test result.