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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2021-11-12Summary Report #24 November 15, 2021 Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 Application No.: TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas November 8, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed concrete placement and sampling inspection. Concrete sample(s) obtained: (5) per set, (6) set(s), (30) total. See attached. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Blake Mullens reported to Nicholas Hull with PMA at the jobsite. Performed field ultrasonic testing. See attached. The work observed was, to the best of Arsene's, Blake's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. November 9, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed structural masonry inspection for grout placement. Grout sample(s) obtained: (4) per set, (1) set(s), (4) total. See attached. Arsene Ntwali reported to Mitch Miller with PMA a the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Enea Mushi reported to Nicholas Hull with PMA Consulting at the jobsite. Performed floor flatness and floor levelness inspection. See attached. Julen Barruetabena picked up (55) concrete cylinders and (4) grout samples from the jobsite. The work observed was, to the best of Arsene's, Enea's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. November 10, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Blake Mullens reported to Nicholas Hull with PMA at the jobsite. Performed field ultrasonic testing. See attached. The work observed was, to the best of Arsene's, Blake's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas November 11, 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. November 12, 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. 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: Joe Francisco Field Supervisor 11-22-2021 Date Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com) Administrative Contact: Gina Salerno (gsalerno@fenaghengineering.com) TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Concrete Placement and Sampling Pg. 1 of 1 November 8, 2021 Time In: 07:00 Time Out: 12:00 Weather: Sunny Temperature: 52°F Permit No. : Plans Dated: 08/26/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 11-08-2021 Date Enea Mushi Project Manager 11-15-2021 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. Observed placement of and performed sampling of concrete for Level 2, slab on metal deck at Building C (mix no. 4000, design strength of 4000 psi at 28 days, specified slump from 5 to 9 in., specified air content from 0% to 3%, and 308 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Pump truck. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf)Truck No. Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 9.0 69 53 1.5 149.8 55 E/c4 5 6:33 AM 7:25 AM Silverback 2227 9 2 8.0 69 53 2.0 150.1 72 H/c2 5 8:44 AM 9:18 AM Silverback 3244 9 3 9.0 70 54 1.7 150.7 57 D.5/c6 5 9:39 AM 10:26 AM Silverback 3245 2 4 8.75 70 55 2.3 149.5 72 G/c12 5 10:24 AM 11:01 AM Silverback 3245 6 5 7.5 69 54 1.6 150.1 64 F/c116 5 10:50 AM 11:33 AM Silverback 3245 8 6 7.0 69 55 1.2 149.6 83 H/c19 5 11:50 AM 12:23 AM Silverback 3246 3 30 Total Additional Notes: Building C slab on metal deck.rn Referenced Details: Mix Design 4000 DNA-3/4 Design Concrete TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali November 8, 2021 Time In: 12:00 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 11-08-2021 Date Enea Mushi Project Manager 11-15-2021 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): 2558 Moisture Std (MS): 465 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Watermain south east 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 Water main 6 23 1 111.3 5.7 96 Pass 2 Water main 6 24 1 111.6 5.4 96 Pass TESTING INSPECTION ENGINEERING FIELD ULTRASONIC TESTING REPORT FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: G-2732.18 Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Blake Mullens Subcontractor: Stellar Steel Erectors November 8, 2021 Time In: 11:30 Time Out: 18:30 Weather: Sunny Temperature: 60°F Permit No. : 12 Tech Circle Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax | 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office | 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office | 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office Reported to Nicholas Hull with PMA at Jobsite. Inspection is: FINAL. Equipment/Brand:: StressTel / FlawMike Model #: 37550 Serial #: X9707Ga Transducer/Brand: Tru-Sonic Scan Level: +14db Size: 0.625X0.750 Frequency: 2.25MHz Angle: 45deg / 70deg Reference Level: 77 Floor/Level Member Type Location Weld Type Acc. Qty Rej. Qty Repair RemarksAcc Qty Rej. Qty Rej. Date 2 CJP M.5/b21 V-Groove 1 0 1 0 10/29/21 Top Moment 2 CJP J.6/b28 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP J.6/b29 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP J.6/b30 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP L/b24 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP M/b24 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments 2 CJP N/b24 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP P.1/b28 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP P.1/b29 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Roof CJP L/b24 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Roof CJP M/b24 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments Roof CJP N/b24 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments High Roof CJP P.7/a17 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments High Roof CJP P.7/a22 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments High Roof CJP P.7/a26 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments High Roof CJP P.7/b21 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments □ See attached UT Rejection report for rejectable indications noted above. Additional Notes: Performed visual inspection of bolting at level 2 framing at area-b. Bolting within this area acceptable per standards. Performed visual inspection of bolting at roof and high roof at area-b. Bolting within this area acceptable per standards. Performed visual inspection of high joists weldments at auditorium in area-a. Weldments within this area acceptable per standards. Referenced Details: S-1.41B, S-1.32B, S-1.22B TESTING INSPECTION ENGINEERING FIELD ULTRASONIC TESTING REPORT FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: G-2732.18 Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Blake Mullens Subcontractor: Stellar Steel Erectors November 8, 2021 Time In: 11:30 Time Out: 18:30 Weather: Sunny Temperature: 60°F Permit No. : Conformance: Work observed was, to the best of my knowledge, in conformance with Approved plans dated: 01/19/2021 and the applicable standards of workmanship, per sheet(s)/detail(s) AWS D1.1 Limitation: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Inspector Signature 11-08-2021 Date Project Manager 11-15-2021 Date 12 Tech Circle Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax | 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office | 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office | 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Masonry Grout Placement Pg. 1 of 1 November 9, 2021 Time In: 14:00 Time Out: 15:00 Weather: Sunny Temperature: 59°F Permit No. : Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of Grout, mix design #3000, 3000 PSI at 28 days, for the 12" and CMU wall, low-lift height 1 courses. Cleanouts were used, cells are clean and acceptable. consolidated by rodding. base plates at Level 1 at gridlines Building B and A. Set No.Slump (in.)Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 NA NA 59 N/b20, a5/S 4 1 set of Grout Box(s) for a total of 4 samples Referenced Details: 1-4WET- Fine Grout Mix Additional Notes: Grout applied on base plates in buildings A and B. Plans Dated: 07/02/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 11-09-2021 Date Joe Francisco Field Supervisor 11-22-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas NYk TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali November 9, 2021 Time In: 07:00 Time Out: 14:00 Weather: Sunny Temperature: 59°F Permit No. : Plans Dated: 09/23/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 11-09-2021 Date Enea Mushi Project Manager 11-15-2021 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 Sheep’s foot, Excavator. No samples taken. Density Std (DS): 2563 Moisture Std (MS): 466 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Drainage line DG 6.74 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: Sheep’s foot 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 DG 6.74 6 22 1 110.7 6.4 96 Pass 2 DG 6.74 6 23 1 110.8 6.6 96 Pass TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Enea Mushi Inspection Type: Floor Flatness and Floor Levelness Pg. 1 of 1 November 9, 2021 Time In: 09:00 Time Out: 13:00 Weather: Temperature: 66°F Permit No. : Plans Dated: 01/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Enea Mushi Inspector 11-09-2021 Date Joe Francisco Field Supervisor 11-22-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Enea Mushi reported to Nicholas Hull with PMA Consulting at the jobsite. Performed floor flatness and floor levelness testing on Slab on Metal Deck on Level 2 Building C at Line D-H, Row C1-C21 placed on 08/11/2021, per ASTM E1155-96 (2008) specifications. Floor flatness (FF) requirement: 30; floor flatness (FF) local minimum requirement: ; and floor levelness (FL) requirement: N/A. FF measurements met local minimum requirements. FL measurements n/a local minimum requirements. Measurements were performed in general accordance with ASTM E1155-96 (2008). x TESTING x INSPECTION x ENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 423-3428 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office November 9, 2021 Payette Attn: Mitch Miller 296 Station Ave South Yarmouth MA 02664 Job No.: 5951 Job Name: Dennis Yarmouth Middle School Permit #: Dear Mr. Miller, In accordance with your authorization, floor flatness tests were performed on the Level 2 Slab on Metal Deck Building C, for the concrete placement on November 5, 2021. An Allen Face and Company D-Meter Model 1610, S/N 0324 was used. Measurements were performed in general accordance with ASTM E1155 – 2008 and Project Manual, Section 033000 Cast-in-Place Concrete. Summary of the test performed is outlined below Overall Location Level 2 SOMD – Building C Section (Approximate grid lines) Line D-H, Row C1-C21 Date Measured 11/09/2021 Measured Section Area 25,137 sq. ft. Type of Run Selection Perpendicular Measured FF 46.9 Floor Flatness (FF) Overall Requirement 30 The measured FF this placement is 46.9. Attached are the sketches of runs measured, project summary and section summaries. If you have any inquiries or require additional information, please contact our office. ______________________________________________ Enea Mushi Senior Project Manager _______________________________________ EMhi x TESTING x INSPECTION x ENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office x TESTING x INSPECTIONxENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 423-3428 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office November 9, 2021 $WWQ-RQDWKDQ3RSH 296 Station Ave South Yarmouth MA 02664 Job No.: 5951 Job Name: Dennis Yarmouth Middle School Permit #: Dear Mr. 3RSH, In accordance with your authorization, floor flatness tests were performed on the Level 2 Slab on Metal Deck Building C, for the concrete placement on November 5, 2021. An Allen Face and Company D-Meter Model 1610, S/N 0324 was used. Measurements were performed in general accordance with ASTM E1155 – 2008 and Project Manual, Section 033000 Cast-in-Place Concrete. Summary of the test performed is outlined below Overall Location Level 2 SOMD – Building C Section (Approximate grid lines) Line D-H, Row C1-C21 Date Measured 11/09/2021 Measured Section Area 25,137 sq. ft. Type of Run Selection Perpendicular Measured FF 46.9 Floor Flatness (FF) Overall Requirement 30 The measured FF this placement is 46.9. Attached are the sketches of runs measured, project summary and section summaries. If you have any inquiries or require additional information, please contact our office. ______________________________________________ Enea Mushi Senior Project Manager _______________________________________ EMhi x TESTING x INSPECTIONxENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office 'DLO\3LFN8S5HSRUW -RE1XPEHU3URMHFW1DPH )HQDJK 5HSUHVHQWDWLYH'DWH &\OLQGHUV 6KRWFUHWH *URXW 0RUWDU *URXW&XEHV 3ULVPV 37&DEOHV )LUHSURRILQJ6DPSOHV 6RLO6DPSOHV 5HEDU6DPSOHV 6WHHO3ODWHV 2WKHU $GGLWLRQDO&RPPHQWV -RE6LWH6KRS %DWFK 3ODQW4XDUU\2WKHUBBBBBBBB &XUH%R[7HPSBBBBBB+LJK/RZ7HPSBBBBBBBB2XWVLGH7HPSBBBBBB zĂƌŵŽƵƚŚDŝĚĚůĞ^ĐŚŽŽů ϱϵϱϭ :ƵůĞŶĂƌƌƵĞƚĂďĞŹĂ ϭϭͬϬϵͬϮϬϮϭ ■ Ͳ ϲϬ ϱϱ ϭďŽǆ Ͳ TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali November 10, 2021 Time In: 09:00 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 11-10-2021 Date Enea Mushi Project Manager 11-15-2021 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 Sheep’s foot, Excavator. No samples taken. Density Std (DS): 2566 Moisture Std (MS): 468 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Building 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: Sheep’s foot 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 Catch base 14 6 22 1 111.1 6.6 96 Pass 2 Catch base 14 6 23 1 111.6 6.2 96 Pass TESTING INSPECTION ENGINEERING FIELD ULTRASONIC TESTING REPORT FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: G-2732.18 Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Blake Mullens Subcontractor: Stellar Steel Erectors November 10, 2021 Time In: 11:30 Time Out: 18:30 Weather: Sunny Temperature: 55°F Permit No. : Conformance: Work observed was, to the best of my knowledge, in conformance with Approved plans dated: 01/19/2021 and the applicable standards of workmanship, per sheet(s)/detail(s) AWS D1.1 Limitation: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Inspector Signature 11-10-2021 Date Project Manager 11-15-2021 Date 12 Tech Circle Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax | 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office | 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office | 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office Reported to Nicholas Hull with PMA at Jobsite. Inspection is: FINAL. Equipment/Brand:: StressTel / FlawMike Model #: 37550 Serial #: X9707Ga Transducer/Brand: Tru-Sonic Scan Level: +14db Size: 0.625X0.750 Frequency: 2.25MHz Angle: 45deg / 70deg Reference Level: 78 Floor/Level Member Type Location Weld Type Acc. Qty Rej. Qty Repair RemarksAcc Qty Rej. Qty Rej. Date Low Roof CJP W/a1 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments Low Roof CJP V.5/a1 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Low Roof CJP W/a3 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Low Rood CJP W/a9 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Low Roof CJP W/a14 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Low Roof CJP V.9/a15 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Low Roof CJP V.5/a15 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments □ See attached UT Rejection report for rejectable indications noted above. Additional Notes: Performed visual inspection of bolting, decking and wind bracing weldments at Gym. Bolting, decking and weldments within this area acceptable per standards. Performed visual inspection of Parapet at Area-D. Parapet visually acceptable per standards. Welds painted at roof decking at Area-D acceptable per standards. Performed visual inspection of wind bracing top welds at Area- D. Wind bracing weldments acceptable per standards. Performed visual inspection of Stair welds at Area-D west. Stair welds acceptable per standards. Performed visual inspection of weldments at bottom wind bracing at Area-C. Weldments within this area acceptable per standards. Performed visual inspection of weldments at Column 20C3 base plate connection (RFI No: 100). Weldments acceptable per standards. Referenced Details: S-1.21A; RFI 100 TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali November 11, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 59°F Permit No. : Plans Dated: 09/23/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 11-11-2021 Date Enea Mushi Project Manager 11-15-2021 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): 2566 Moisture Std (MS): 468 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: East access road Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Plate compactor Excavation: Excavator Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture Loose glacial 1 S774 115.8 10.0 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Light pole 6 -3 1 110.5 5.6 95 Pass 2 Light pole 6 -2 1 110.3 5.4 95 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 November 12, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 65°F Permit No. : Plans Dated: 09/23/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 11-12-2021 Date Enea Mushi Project Manager 11-15-2021 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): 2566 Moisture Std (MS): 468 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: East access road Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Plate compactor Excavation: Excavator Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture Loose glacial 1 S774 115.8 10.0 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Light pole 6 -3 1 111.4 6.6 96 Pass 2 Light pole 6 -2 1 111.0 7.1 96 Pass 3 Light pole 6 -1 1 111.5 6.8 96 Pass Additional Notes: East access road light poles. EZ/η ĂƚĞ >ŽĐĂƚŝŽŶ /ŶƐƉĞĐƚŽƌ /ƐƐƵĞZ&/ͬ^ƵďŵŝƚƚĂůEŽ͘ZĞƐŽůǀĞĚ͍;zͬEͿ ^ƵďͬŽŶƚƌĂĐƚŽƌ ĂƚĞZĞƐŽůǀĞĚ ŽŵŵĞŶƚϭ ϳͬϮϭͬϮϬϮϭ tĂůů͗ͬĚϯ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϬͬϮϬϮϭ^Ğƚϭсϭ͕ϴϲϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^ĞƚϭсϮ͕ϴϬϬƉƐŝ^ĞƚϭсϮ͕ϵϬϬƉƐŝ^Ğƚϭсϯ͕ϰϴϬƉƐŝϮϴĚĂǇĂǀĞƌĂŐĞсϯ͕ϬϲϬƉƐŝϮ ϳͬϮϴͬϮϬϮϭ &ŽŽƚŝŶŐ͗ϭϲͬ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͗>Ăď>ŽŐEŽ͗͘ϭϱϱϭϵ;ϮϳϰϰͲϮϳϰϱͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^Ğƚϭсϯ͕ϯϱϬƉƐŝ^Ğƚϭсϯ͕ϱϬϬƉƐŝ^Ğƚϭсϯ͕ϲϮϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϵͬϮϮͬϮϬϮϭ^ĞƚϭсƉƐŝϯ ϳͬϯϬͬϮϬϮϭ&ŽŽƚŝŶŐƐ^Ğƚηϭ͗ŽůƵŵŶůŝŶĞͬZŽǁ͗͘ϯͬĐϭϭϲ^ĞƚηϮŽůƵŵŵůŝŶĞͬZŽǁĐϱͬ,ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϮϴĚĂǇďƌĞĂŬϬϴͬϮϳͬϮϬϮϭ^Ğƚϭсϯ͕ϬϳϬƉƐŝ^Ğƚϭсϯ͕ϯϯϬƉƐŝ^Ğƚϭсϯ͕ϰϯϬƉƐŝ^ĞƚϮсϯ͕ϯϯϬƉƐŝ^ĞƚϮсϯ͕ϱϮϬƉƐŝ^ĞƚϮсϯ͕ϱϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϬϵͬϮϰͬϮϬϮϭ^Ğƚηϭсϯ͕ϳϮϬƉƐŝ^ĞƚηϮсϯ͕ϲϳϬƉƐŝϰ ϴͬϯͬϮϬϮϭ&ŽŽƚŝŶŐƐ͗ůĞǀĂƚŽƌƉŝƚĨŽƵŶĚĂƚŝŽŶƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϲϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϴͬϯϭͬϮϬϮϭ^Ğƚϭсϯ͕ϭϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϵͬϮϴͬϮϬϮϭ^Ğƚϭсϯ͕ϯϯϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝ^Ğƚϭсϯ͕ϳϬϬƉƐŝϱϲĚĂǇĂǀĞƌĂŐĞƐĞƚϭсϯ͕ϱϭϬƉƐŝϱ ϴͬϲͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚƵŝůĚŝŶŐĂŶĚͲͬĐϮƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϯͬϮϬϮϭ^ĞƚϭсϮ͕ϵϴϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϯͬϮϬϮϭ^Ğƚϭсϯ͕ϭϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϮϯϬƉƐŝ^Ğƚϭсϯ͕ϰϬϬƉƐŝϲ ϴͬϲͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚƵŝůĚŝŶŐĂŶĚͲ:͘ϳͬďϮϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϭϯͬϮϬϮϭ^ĞƚϮсϮ͕ϯϵϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϯͬϮϬϮϭ^ĞƚϮсϯϯϴϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϴͬϮϬϮϭ^ĞƚϭсƉƐŝϳ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗W͘ϭͬďϯϯƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϭϳĚĂǇďƌĞĂŬϬϴͬϯϬͬϮϬϮϭ^Ğƚϭсϯ͕ϬϵϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^Ğƚϭсϯ͕ϰϲϬƉƐŝ^Ğƚϭсϯ͕ϱϭϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϴ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗:͘ϯͬďϮϰƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱйE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϬͬϮϬϮϭ^ĞƚϭсϮ͕ϯϮϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϴϰϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝ ϵ ϴͬϮϬͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚ&ŽƵŶĚĂƚŝŽŶ͗tĂůů͗,ͬĐϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͗>Ăď>ŽŐEŽ͗͘ϭϱϴϲϬ;ϯϬϮϰͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϳͬϮϬϮϭ^ĞƚϭсϮ͕ϴϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϳͬϮϬϮϭ^Ğƚϭсϯ͕ϰϰϬƉƐŝ^Ğƚϭсϯ͕ϱϬϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϭϱͬϮϬϮϭ^Ğƚϭсϯ͕ϵϮϬƉƐŝ^Ğƚϭсϰ͕ϬϮϬƉƐŝϭϬ ϵͬϯͬϮϬϮϭ >ĞǀĞůϭtĂůů͖hͬĂϱ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϬϲϳ;ϯϭϮϯͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^ĞƚϭсϮ͕ϬϱϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϭͬϮϬϮϭ^Ğƚϭсϯ͕ϭϬϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϮϵͬϮϬϮϭ^Ğƚϭсϯ͕ϱϭϬƉƐŝ^Ğƚϭсϯ͕ϲϯϬƉƐŝ^Ğƚϭсϯ͕ϲϲϬƉƐŝϭϭ ϵͬϵͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐ͗D͘ϱͬďϭϳƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϭϯϮ;ϯϭϳϱͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϲͬϮϬϮϭ^ĞƚϭсϮ͕ϰϬϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϳͬϮϬϮϭ^Ğƚϭсϯ͕ϰϴϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϬϰͬϮϬϮϭ^Ğƚϭсϰ͕ϬϱϬƉƐŝ^Ğƚϭсϰ͕ϮϰϬƉƐŝϭϮ ϵͬϭϬͬϮϬϮϭ >ĞǀĞůϭ&ŽŽƚŝŶŐ͗>͘ϵͬďϮ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϭϯϯ;ϯϭϳϲͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϳͬϮϬϮϭ^ĞƚϭсϮ͕ϯϯϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϰϱϬƉƐŝ^Ğƚϭсϯ͕ϰϱϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϬϱͬϮϬϮϭ^Ğƚϭсϰ͕ϬϲϬƉƐŝϭϯ ϴͬϭϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗^ĞƚηϭW͘ϭͬďϯϯ^ĞƚηϮ:͘ϯͬďϮϰƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϱϳϰϱ;ϮϵϰϱͲϮϵϰϲͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϬͬϮϬϮϭ^ĞƚϮсϮ͕ϯϮϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϬͬϮϬϮϭ^Ğƚϭсϯ͕ϰϲϬƉƐŝ^Ğƚϭсϯ͕ϱϭϬƉƐŝ^ĞƚϮсϮ͕ϴϰϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϳϲϬƉƐŝ^Ğƚϭсϯ͕ϴϱϬƉƐŝ^ĞƚϮсϯ͕ϮϲϬƉƐŝ^ĞƚϮсϯ͕ϬϯϬƉƐŝ^ĞƚϮсϯ͕ϭϱϬƉƐŝ^Ğƚ Ϯсϯ͕ϮϲϬ ƉƐŝϭϰ ϴͬϭϳͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗^͘ϭͬďϮϳƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϱϳϰϱ;ϮϵϰϱͲϮϵϰϲͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϴͬϮϰͬϮϬϮϭ^ĞƚϭсϮ͕ϱϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϬϵͬϭϰͬϮϬϮϭ^Ğƚϭсϯ͕ϮϴϬƉƐŝ^Ğƚϭсϯ͕ϰϯϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϬͬϭϮͬϮϬϮϭ^Ğƚϭсϰ͕ϬϳϬƉƐŝ^Ğƚϭсϰ͕ϭϭϬƉƐŝϭϱ ϵͬϮϯͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐƐĂƚƵŝůĚŝŶŐ͗WϳͬĂϭϴƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϱϬϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϱ͕ϬϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϱƚŽϴŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰйƚŽϳй͖>Ăď>ŽŐEŽ͗͘ϭϲϮϴϴ;ϯϮϲϰͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϯϬͬϮϬϮϭ^Ğƚϭсϯ͕ϱϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϮϭͬϮϬϮϭ^Ğƚϭсϰ͕ϰϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϭϴͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϭϲ ϭϭͬϮͬϮϬϮϭ>ĞǀĞůϭ^ůĂďĂƚƵŝůĚŝŶŐ͗>ŝŶĞͲϭ͕ZŽǁϭͲďĞĨŽƌĞϭϲŶĞĂDƵƐŚŝ DĞĂƐƵƌĞĚ&ůŽŽƌ&ůĂƚŶĞƐƐ͕>ĞǀĞůŶĞƐƐ;ϯϰ͘ϳĂŶĚϭϴ͘ϯͿĚŝĚŶŽƚŵĞĞƚŽǀĞƌĂůůƉƌŽũĞĐƚƌĞƋƵŝƌĞŵĞŶƚ;ϯϱĂŶĚϮϱͿ E DĂƌŐƵĞƌŝƚĞ KZƚŽĚǀŝƐĞ ϭϳ ϵͬϮϳͬϮϬϮϭ>ĞǀĞůϭtĂůůĂƚYͲW͘ϳͬĂϭϴ͕ĂϭϴͲϮϰͬtϭϳ͗^ĂŵƉůĞĚΛE͘ϰͬďϱƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϱϬϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϱ͕ϬϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϱƚŽϴŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰйƚŽϳй͖>Ăď>ŽŐEŽ͗͘ϭϲϯϯϵ;ϯϯϮϯͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϭϬͬϬϰͬϮϬϮϭ^Ğƚϭсϯ͕ϱϭϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϮϱͬϮϬϮϭ^Ğƚϭсϰ͕ϭϳϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϮϮͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝ^ƚĂƚƵƐ͗tŽƌŬͲŝŶͲWƌŽŐƌĞƐƐ>ĞŐĞŶĚ͗^ƚĂƚƵƐ͗ůŽƐĞĚ^ƚĂƚƵƐ͗KƉĞŶ TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/09/2021 Client: PMA Date of Sampling: 10/06/2021 Lab Log No.: 16470 (3362) Reviewed by: Daniel Minawi 11/09/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 72 Design Strength (psi): 3,500 @28 days Ticket#: 32014 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at V.5-V/a15, V-S.1/b13 Location when sampled: V/a15 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 71 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 143.9 143.1 Air Temperature (ºF): 70 >40 Air Content (%): 5.5 4.5-7.5 Time Sampled: 8:10 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:25 AM Time in Truck: 45 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 10/08/2021 Technician that received: Max Nabulsi Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 10/13/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 35,402 2,820 psi Type 2 B 28 11/03/2021 Kevin Noel 4.00 8.00 12.57 Lab 48,462 3,860 psi Type 2 C 28 11/03/2021 Kevin Noel 4.00 8.00 12.57 Lab 48,426 3,850 psi Type 3 D 28 11/03/2021 Kevin Noel 4.00 8.00 12.57 Lab 49,976 3,980 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:3,900 psi 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: Peter Wilson Report Date: 11/09/2021 Client: PMA Date of Sampling: 10/08/2021 Lab Log No.: 16520 (3411) Reviewed by: Daniel Minawi 11/09/2021 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 #: 3500D Supplier: Cape Cod Ready Mix Contractor: Maurgerite Set: 1 of 1 Truck #: 72 Design Strength (psi): 3,500 @28 days Ticket#: 10715 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: 1 Wall at BLD A Location when sampled: S.3/a1 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 75 50-90 Slump or Spread (in.): 5.0 4-6 Unit Wt (#cu ft): 145.6 143.1 Air Temperature (ºF): 65 >40 Air Content (%): 5.0 4.5-7.5 Time Sampled: 8:33 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:23 AM Time in Truck: 70 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 10/15/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 10/15/2021 Henry Soares 4.00 8.00 12.57 Lab 35,650 2,840 psi Type 5 B 28 11/05/2021 Kevin Noel 4.00 8.00 12.57 Lab 50,533 4,020 psi Type 2 C 28 11/05/2021 Kevin Noel 4.00 8.00 12.57 Lab 49,425 3,930 psi Type 2 D 28 11/05/2021 Kevin Noel 4.00 8.00 12.57 Lab 47,035 3,740 psi Type 3 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:3,900 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/09/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/09/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 1 of 6 Truck #: 56 Design Strength (psi): 4,000 @28 days Ticket#: 32278 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: A/d4 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 68 50-90 Slump or Spread (in.): 6.5 6-10 Unit Wt (#cu ft): 149.7 149.3 Air Temperature (ºF): 51 >40 Air Content (%): 1.5 0-3 Time Sampled: 7:25 AM Aggregate Size (in): 3/4 3/4 Batch Time: 6:41 AM Time in Truck: 44 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 45,807 3,640 psi Type 5 B 28 11/25/2021 4.00 8.00 12.57 Fld C 28 11/25/2021 4.00 8.00 12.57 Fld D 28 11/25/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,640 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/09/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/09/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 2 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 2 of 6 Truck #: 59 Design Strength (psi): 4,000 @28 days Ticket#: 32282 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: C/d4 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 67 50-90 Slump or Spread (in.): 7.0 6-10 Unit Wt (#cu ft): 150.2 149.3 Air Temperature (ºF): 51 >40 Air Content (%): 1.3 0-3 Time Sampled: 8:10 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:37 AM Time in Truck: 33 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 51,363 4,090 psi Type 2 B 28 11/25/2021 4.00 8.00 12.57 Fld C 28 11/25/2021 4.00 8.00 12.57 Fld D 28 11/25/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:4,090 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/09/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/09/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 3 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 3 of 6 Truck #: 65 Design Strength (psi): 4,000 @28 days Ticket#: 32286 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: B/d15 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 7.5 6-10 Unit Wt (#cu ft): 149.5 149.3 Air Temperature (ºF): 51 >40 Air Content (%): 1.7 0-3 Time Sampled: 8:42 AM Aggregate Size (in): 3/4 3/4 Batch Time: 8:15 AM Time in Truck: 27 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 47,591 3,790 psi Type 2 B 28 11/25/2021 4.00 8.00 12.57 Fld C 28 11/25/2021 4.00 8.00 12.57 Fld D 28 11/25/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,790 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: 11/09/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/09/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 4 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 4 of 6 Truck #: 83 Design Strength (psi): 4,000 @28 days Ticket#: 32290 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: D/d15 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 8.5 6-10 Unit Wt (#cu ft): 149.9 149.3 Air Temperature (ºF): 55 >40 Air Content (%): 1.8 0-3 Time Sampled: 9:30 AM Aggregate Size (in): 3/4 3/4 Batch Time: 9:04 AM Time in Truck: 26 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 43,950 3,500 psi Type 2 B 28 11/25/2021 4.00 8.00 12.57 Fld C 28 11/25/2021 4.00 8.00 12.57 Fld D 28 11/25/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,500 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/09/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/09/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 5 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 5 of 6 Truck #: 68 Design Strength (psi): 4,000 @28 days Ticket#: 902718 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: B/d21 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 71 50-90 Slump or Spread (in.): 8.0 6-10 Unit Wt (#cu ft): 150.6 149.3 Air Temperature (ºF): 56 >40 Air Content (%): 1.4 0-3 Time Sampled: 10:30 AM Aggregate Size (in): 3/4 3/4 Batch Time: 9:42 AM Time in Truck: 48 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 50,257 4,000 psi Type 2 B 28 11/25/2021 4.00 8.00 12.57 Fld C 28 11/25/2021 4.00 8.00 12.57 Fld D 28 11/25/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:4,000 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 30 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/09/2021 Client: PMA Date of Sampling: 10/28/2021 Lab Log No.: 16789 Reviewed by: Daniel Minawi 11/09/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 6 of 6 Information provided by Field Technician Mix #: 4000 Supplier: Cape Cod Ready Mix, Inc. Contractor: Silverback Set: 6 of 6 Truck #: 62 Design Strength (psi): 4,000 @28 days Ticket#: 32296 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Slab on Metal Deck Location: Onsite Location for overall pour: Level 2 Slab on Metal Deck at Building D Location when sampled: C/d23 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 71 50-90 Slump or Spread (in.): 8.0 6-10 Unit Wt (#cu ft): 150.0 149.3 Air Temperature (ºF): 55 >40 Air Content (%): 2.0 0-3 Time Sampled: 11:27 AM Aggregate Size (in): 3/4 3/4 Batch Time: 10:27 AM Time in Truck: 60 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/02/2021 Technician that received: WC Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 51,227 4,080 psi Type 2 B 28 11/25/2021 4.00 8.00 12.57 Fld C 28 11/25/2021 4.00 8.00 12.57 Fld D 28 11/25/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:4,080 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. TESTING INSPECTION ENGINEERING Field Number: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/11/2021 Client: PMA Date of Sampling: 09/03/2021 Lab Log No.: 16067 (3123) Reviewed by: CJ Martens 11/11/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 62 Design Strength (psi): 3,500 @28 days Ticket#: 21747 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at Wall: T-W/a1, a1-8/W Spread footings: V/a4, U/a5, a6/V, a5/V.5, V and V.5/a8 Location when sampled: U/a5 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.7 143.1 Air Temperature (ºF): 82 >40 Air Content (%): 6.1 4.5-7.5 Time Sampled: 7:47 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:07 AM Time in Truck: 40 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/08/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/10/2021 Henry Soares 4.00 8.00 12.57 Lab 25,815 2,050 psi Type 5 B 28 10/01/2021 Henry Soares 4.00 8.00 12.57 Lab 39,020 3,100 psi Type 2 C 56 10/29/2021 Kevin Noel 4.00 8.00 12.57 Lab 45,645 3,630 psi Type 2 D 56 10/29/2021 Kevin Noel 4.00 8.00 12.57 Lab 46,022 3,660 psi Type 2 E 56 10/29/2021 Kevin Noel 4.00 8.00 12.57 Lab 44,144 3,510 psi Type 2 FAILS TO MEET DESIGN STRENGTH 56 Day Avg.:3,600 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory; Low 7 & 28-Day Indication test results. Specimens C-E 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: 11/11/2021 Client: PMA Date of Sampling: 09/09/2021 Lab Log No.: 16132 (3175) Reviewed by: CJ Martens 11/11/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 58 Design Strength (psi): 3,500 @28 days Ticket#: 21775 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Footings Location: Onsite Location for overall pour: Level 1 Footings at L/b15-20, M.5/b17-21, N.5/a23-30 Location when sampled: M.5/b17 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 68 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.9 143.1 Air Temperature (ºF): 74 >40 Air Content (%): 5.7 4.5-7.5 Time Sampled: 7:43 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:04 AM Time in Truck: 39 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/15/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/16/2021 Henry Soares 4.00 8.00 12.57 Lab 30,168 2,400 psi Type 5 B 28 10/07/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 43,884 3,490 psi Type 2 C 28 10/07/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 43,804 3,480 psi Type 3 D 56 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 53,340 4,240 psi Type 3 E 56 11/04/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 50,970 4,050 psi Type 5 FAILS TO MEET DESIGN STRENGTH 56 Day Avg.:4,150 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day indication compression test results. The design strength was met at 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: 11/11/2021 Client: PMA Date of Sampling: 09/10/2021 Lab Log No.: 16133 (3176) Reviewed by: CJ Martens 11/11/2021 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 #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 72 Design Strength (psi): 3,500 @28 days Ticket#: 31692 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Wall Location: Onsite Location for overall pour: Level 1 Wall at a2/T-K, b2/M.9,L.9,K.8 Location when sampled: L.9/b2 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 71 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 144.5 143.1 Air Temperature (ºF): 74 >40 Air Content (%): 6.1 4.5-7.5 Time Sampled: 7:21 AM Aggregate Size (in): 3/4 3/4 Batch Time: 6:57 AM Time in Truck: 24 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/15/2021 Technician that received: Henry Soares Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 09/17/2021 Henry Soares 4.00 8.00 12.57 Lab 29,264 2,330 psi Type 5 B 28 10/08/2021 Max Nabulsi 4.00 8.00 12.57 Lab 43,830 3,490 psi Type 2 C 28 10/08/2021 Max Nabulsi 4.00 8.00 12.57 Lab 43,391 3,450 psi Type 2 D 28 10/08/2021 Max Nabulsi 4.00 8.00 12.57 Lab 43,382 3,450 psi Type 2 E 56 11/05/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 51,007 4,060 psi Type 5 FAILS TO MEET DESIGN STRENGTH 56 Day Avg.:4,060 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. The 28-Day average strength measured below the concrete mix design. The design strength was met 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: 11/11/2021 Client: PMA Date of Sampling: 10/13/2021 Lab Log No.: 16522 (3413) Reviewed by: CJ Martens 11/11/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3000 Supplier: Spec Mix Contractor: Set: 1 of 1 Truck #: N/A Design Strength (psi): 3,000 @28 days Ticket#: N/A Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Base plates Location: Onsite Location for overall pour: Location when sampled: Building D Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 50-90 Slump (in.): NA N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 67 >40 Air Content (%): N/A N/A Time Sampled: Aggregate Size (in): N/A N/A Batch Time: Time in Truck: <90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 10/18/2021 Technician that received: Luis Soto Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 10/20/2021 Luis Soto Soldevilla 3.47 3.52 6.72 12.21 84,896 6,950 psi B 28 11/10/2021 Kevin Noel 3.48 3.54 6.76 12.32 105,426 8,560 psi C 28 11/10/2021 Kevin Noel 3.46 3.48 6.71 12.04 93,272 7,750 psi D 28 11/10/2021 Kevin Noel 3.41 3.48 6.76 11.87 90,039 7,590 psi MEETS DESIGN STRENGTH 28 Day Avg.:7970 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/11/2021 Client: PMA Date of Sampling: 11/02/2021 Lab Log No.: 16876 Reviewed by: CJ Martens 11/11/2021 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 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 1 of 4 Truck #: 65 Design Strength (psi): 3,000 @28 days Ticket#: 22202 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 D Location when sampled: A/d2 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): 149.7 148.2 Air Temperature (ºF): 52 >40 Air Content (%): 1.2 0-3 Time Sampled: 7:25 AM Aggregate Size (in): 3/4 3/4 Batch Time: 6:52 AM Time in Truck: 33 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/09/2021 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 11/09/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 37,724 3,000 psi Type 2 B 28 11/30/2021 4.00 8.00 12.57 Fld C 28 11/30/2021 4.00 8.00 12.57 Fld D 28 11/30/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,000 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/11/2021 Client: PMA Date of Sampling: 11/02/2021 Lab Log No.: 16876 Reviewed by: CJ Martens 11/11/2021 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 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 2 of 4 Truck #: 59 Design Strength (psi): 3,000 @28 days Ticket#: 170654 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 D Location when sampled: B/d5 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 67 50-90 Slump or Spread (in.): 8.25 5-9 Unit Wt (#cu ft): 150.2 148.2 Air Temperature (ºF): 52 >40 Air Content (%): 1.4 0-3 Time Sampled: 7:50 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:07 AM Time in Truck: 43 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/09/2021 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 11/09/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 33,019 2,630 psi Type 2 B 28 11/30/2021 4.00 8.00 12.57 Fld C 28 11/30/2021 4.00 8.00 12.57 Fld D 28 11/30/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:2,630 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/11/2021 Client: PMA Date of Sampling: 11/02/2021 Lab Log No.: 16876 Reviewed by: CJ Martens 11/11/2021 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 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 3 of 4 Truck #: 56 Design Strength (psi): 3,000 @28 days Ticket#: 32355 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 D Location when sampled: A/d11 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 68 50-90 Slump or Spread (in.): 7.5 5-9 Unit Wt (#cu ft): 149.5 148.2 Air Temperature (ºF): 53 >40 Air Content (%): 1.8 0-3 Time Sampled: 9:00 AM Aggregate Size (in): 3/4 3/4 Batch Time: 8:22 AM Time in Truck: 38 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/09/2021 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 11/09/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 39,880 3,170 psi Type 2 B 28 11/30/2021 4.00 8.00 12.57 Fld C 28 11/30/2021 4.00 8.00 12.57 Fld D 28 11/30/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,170 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 20 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 11/11/2021 Client: PMA Date of Sampling: 11/02/2021 Lab Log No.: 16876 Reviewed by: CJ Martens 11/11/2021 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 4 Information provided by Field Technician Mix #: 3000DNA Supplier: Cape Cod Ready Mix Contractor: Silverback Set: 4 of 4 Truck #: 67 Design Strength (psi): 3,000 @28 days Ticket#: 32361 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 D Location when sampled: C/d14 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 68 50-90 Slump or Spread (in.): 7.75 5-9 Unit Wt (#cu ft): 149.9 148.2 Air Temperature (ºF): 55 >40 Air Content (%): 1.7 0-3 Time Sampled: 10:15 AM Aggregate Size (in): 3/4 3/4 Batch Time: 9:30 AM Time in Truck: 45 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 11/09/2021 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 11/09/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Fld 38,186 3,040 psi Type 2 B 28 11/30/2021 4.00 8.00 12.57 Fld C 28 11/30/2021 4.00 8.00 12.57 Fld D 28 11/30/2021 4.00 8.00 12.57 Fld E H H 4.00 8.00 12.57 Fld 7 Day Avg.:3,040 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: 11/11/2021 Client: PMA Date of Sampling: 10/19/2021 Lab Log No.: 16691 (3463) Reviewed by: 11/11/2021 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 #: N/A Design Strength (psi): 3,000 @28 days Ticket#: N/A Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Base plates Location: Onsite Location for overall pour: Location when sampled: Building C Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 50-90 Slump (in.): NA N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 67 >40 Air Content (%): N/A N/A Time Sampled: Aggregate Size (in): N/A N/A Batch Time: Time in Truck: <90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 10/26/2021 Technician that received: Henry Soares Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 10/26/2021 Henry Soares 3.37 3.41 6.87 11.49 23,642 2,060 psi B 28 11/16/2021 Luis Soto Soldevilla 3.49 3.49 6.75 12.18 43,870 3,600 psi C 28 11/16/2021 Luis Soto Soldevilla 3.40 3.40 6.88 11.56 45,137 3,900 psi D 28 11/16/2021 Luis Soto Soldevilla 3.35 3.40 6.70 11.39 41,427 3,640 psi MEETS DESIGN STRENGTH 28 Day Avg.:3710 Remarks: Received Sample Condition: Acceptable and/or Satisfactory