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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2021-10-29Summary Report #22 November 1, 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 October 25, 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. October 26, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed reinforcing steel placement inspection. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. October 27, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Show-up time. See attached. October 28, 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. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. October 29, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas Enea Mushi reported to Mitch Miller with PMA Consulting at the jobsite. Performed floor flatness and floor levelness inspection. 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, Enea's, Blake's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Reviewed by: Enea Mushi Project Manager 11-05-2021 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 October 25, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 55°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 10-25-2021 Date Enea Mushi Project Manager 11-01-2021 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, roller, Excavator. No samples taken. Density Std (DS): 2543 Moisture Std (MS): 462 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Waterline near building D 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, roller 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 Waterline 6 20 1 111.4 6.3 96 Pass 2 Waterline 6 20 1 111.7 6.0 96 Pass 3 Waterline 6 21 1 110.6 5.9 96 Pass Additional Notes: North-West side corner of building D. 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 October 26, 2021 Time In: 07:00 Time Out: 10:00 Weather: Cloudy Temperature: 57°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 10-26-2021 Date Enea Mushi Project Manager 11-01-2021 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, roller, Excavator. No samples taken. Density Std (DS): 2549 Moisture Std (MS): 460 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Waterline near building D 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, roller 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 Waterline 6 20 1 110.0 5.7 95 Pass 2 Waterline 6 20 1 110.3 5.4 95 Pass 3 Waterline 6 21 1 110.5 5.1 95 Pass Additional Notes: West side of building D. 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: Reinforcing Steel Placement Pg. 1 of 1 October 26, 2021 Time In: 11:00 Time Out: 12:00 Weather: Cloudy Temperature: 60°F Permit No. : Plans Dated: 09/07/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. 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 10-26-2021 Date Enea Mushi Project Manager 11-01-2021 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 reinforcing steel for L2 elevated deck at Building D. Work complete. Reference detail R-05. Reinforcing Steel and Anchor Bolts YN YN Rebar Installed Per Approved Details ✓General Notes And Typical Details Reviewed ✓ Rebar The Proper Size ✓Rebar The Proper Type/grade ✓ Rebar Spacing Acceptable ✓Min Clearances Achieved Around Rebar ✓ Min Lap Splice Lengths Achieved ✓Additional Required Rebar Has Been Placed ✓ Rebar Testing Complete And Passed If Required ✓ 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: Show up Pg. 1 of 1 October 27, 2021 Time In: 07:00 Time Out: 11:00 Weather: Heavy Rain Temperature: 50°F Permit No. : Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Show-up time. Additional Notes: Rainy day- Work canceled.. Reviewed by: Arsene Ntwali Inspector 11-01-2021 Date Enea Mushi Project Manager 11-01-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas NYk TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Concrete Placement and Sampling Pg. 1 of 1 October 28, 2021 Time In: 07:00 Time Out: 12:00 Weather: Cloudy Temperature: 60°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 10-28-2021 Date Enea Mushi Project Manager 11-01-2021 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 D (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 297 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Pump truck. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf)Truck No. Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 6.5 68 51 1.5 149.7 56 A/d4 5 6:41 AM 7:25 AM Silverback 3227 8 2 7.0 67 51 1.3 150.2 59 C/d4 5 7:37 AM 8:10 AM Silverback 3228 2 3 7.5 70 51 1.7 149.5 65 B/d15 5 8:15 AM 8:42 AM Silverback 3228 6 4 8.5 69 55 1.8 149.9 83 D/d15 5 9:04 AM 9:30 AM Silverback 3229 0 5 8.0 71 56 1.4 150.6 68 B/d21 5 9:42 AM 10:30 AM Silverback 9027 18 6 8.0 71 55 2.0 150.0 62 C/d23 5 10:27 AM 11:27 AM Silverback 3229 6 30 Total Additional Notes: Building D 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 October 28, 2021 Time In: 12:00 Time Out: 15:00 Weather: Cloudy 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 10-28-2021 Date Enea Mushi Project Manager 11-01-2021 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, roller, Excavator. No samples taken. Density Std (DS): 2552 Moisture Std (MS): 466 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Waterline near building 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: Sheep’s foot, roller 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 Waterline 6 20 1 110.6 6.4 96 Pass 2 Waterline 6 20 1 111.6 6.6 96 Pass 3 Waterline 6 21 1 111.9 5.9 97 Pass Additional Notes: West side of building C. 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 October 29, 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 10-29-2021 Date Enea Mushi Project Manager 11-01-2021 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, roller, Excavator. No samples taken. Density Std (DS): 2557 Moisture Std (MS): 464 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: General Location of Fill: Waterline near building 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: Sheep’s foot, roller 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 Waterline 6 20 1 111.5 6.8 96 Pass 2 Waterline 6 20 1 111.0 6.5 96 Pass 3 Waterline 6 21 1 111.2 5.9 96 Pass Additional Notes: West side of building C. 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 October 29, 2021 Time In: 09:30 Time Out: 12:30 Weather: Light Rain Temperature: 56°F Permit No. : Enea Mushi reported to Mitch Miller with PMA Consulting at the jobsite. Performed floor flatness and floor levelness testing on Slab on Metal Deck on Level 2 - Part D at Line A-D.1, Row D1-D25 placed on 10-28-2021, per ASTM E1155-96 (2008) specifications. Floor flatness (FF) requirement: 30; floor flatness (FF) local minimum requirement: N/A; 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). Plans Dated: 01/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Enea Mushi Inspector 10-29-2021 Date Joe Francisco Field Supervisor 11-02-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas NYk 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 October 29, 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 Slab on metal deck, Second Floor Part D, Line A-D1, Row D1-D25, for the concrete placement on 10/28/2021. 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 SOMD Level 2 – Part D Section (Approximate grid lines) Line A-D1, Row D1-D25 Date Measured 10/29/2021 Measured Section Area 23000 sq. ft. Type of Run Selection Perpendicular Measured FF 36.6 Floor Flatness (FF) Requirement 30 The measured FF this placement is 36.6 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 _______________________________________ 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 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 October 29, 2021 Time In: 09:30 Time Out: 18:00 Weather: Temperature: 53°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: 75 Floor/Level Member Type Location Weld Type Acc. Qty Rej. Qty Repair RemarksAcc Qty Rej. Qty Rej. Date 2 CJP J/b28 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP J/b29 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments 2 CJP J/b30 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP K/b19 V-Groove 2 0 N/A N/A N/A Bottom Moments 2 CJP K/b20 V-Groove 2 0 N/A N/A N/A Bottom Moments 2 CJP K/b21 V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP L/b17 V-Groove 3 0 N/A N/A N/A Bottom Moments 2 CJP L/b18 V-Groove 4 0 N/A N/A N/A Bottom Moments 2 CJP L/b19 V-Groove 4 0 N/A N/A N/A Bottom Moments 2 CJP L/b20 V-Groove 4 0 N/A N/A N/A Bottom Moments 2 CJP L/b21 V-Groove 1 0 N/A N/A N/A Bottom Moment 2 CJP M.5/a17 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP M.5/a20 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP M.5/a28 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP M.5/b21 V-Groove 1 1 N/A N/A N/A Top Moment Rejected due to undersized weld; Bottom Moment acceptable 2 CJP P.7/a18 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP P.7/a21 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP P.7/a24 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments 2 CJP P.7/a27 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments 2 CJP P.7/a29 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments Roof CJP H.1/b22 V-Groove 1 0 N/A N/A N/A Top Moment Roof CJP H.1/b24 V-Groove 1 0 N/A N/A N/A Top Moment Roof CJP H.5/b22 V-Groove 1 0 N/A N/A N/A Top Moment Roof CJP H.5/b24 V-Groove 1 0 N/A N/A N/A Top Moment Roof CJP J.3/b22 V-Groove 1 0 N/A N/A N/A Top Moment Roof CJP J.3/b24 V-Groove 1 0 N/A N/A N/A Top Moment Roof CJP K/b17 V-Groove 1 0 N/A N/A N/A Top Moment Roof CJP K/b18 V-Groove 2 0 N/A N/A N/A Top Moments Roof CJP K/b19 V-Groove 2 0 N/A N/A N/A Top Moments Roof CJP K/b20 V-Groove 2 0 N/A N/A N/A Top Moments Roof CJP K/b21 V-Groove 1 0 N/A N/A N/A Top Moment 2 CJP F.2/c19.5 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments Roof CJP E/c18 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments □See attached UT Rejection report for rejectable indications noted above. 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 October 29, 2021 Time In: 09:30 Time Out: 18:00 Weather: Temperature: 53°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 10-29-2021 Date Project Manager 11-01-2021 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 Additional Notes: Performed visual inspection of Parapist clips at building D. Clip welds acceptable per standards. Performed visual inspection of bolting at building C. Bolting within this area acceptable per standards. Performed visual inspection of weld repair at locations F.2/c19.5 and E/c18. Welding within these areas acceptable per standards. Referenced Details: S-1.23C, S-1.33C, S-1.32B, S-1.22B 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^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϭϭ ϵͬϵͬϮϬϮϭ>ĞǀĞůϭ&ŽŽƚŝŶŐ͗D͘ϱͬďϭϳƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϭϯϮ;ϯϭϳϱͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϲͬϮϬϮϭ^ĞƚϭсϮ͕ϰϬϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϳͬϮϬϮϭ^Ğƚϭсϯ͕ϰϴϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϬϰͬϮϬϮϭ^ĞƚϭсƉƐŝ^ĞƚϭсƉƐŝϭϮ ϵͬϭϬͬϮϬϮϭ >ĞǀĞůϭ&ŽŽƚŝŶŐ͗>͘ϵͬďϮ ƌƐĞŶĞEƚǁĂůŝ>ŽǁďƌĞĂŬ͗DŝǆĞƐŝŶŐϯϱϬϬ͕ĚĞƐŝŐŶƐƚƌĞŶŐƚŚŽĨϯϱϬϬƉƐŝĂƚϮϴĚĂǇƐ͕ƐƉĞĐŝĨŝĞĚƐůƵŵƉĨƌŽŵϰƚŽϲŝŶ͕͘ƐƉĞĐŝĨŝĞĚĂŝƌĐŽŶƚĞŶƚĨƌŽŵϰ͘ϱйƚŽϳ͘ϱй͖>Ăď>ŽŐEŽ͗͘ϭϲϭϯϯ;ϯϭϳϲͿE DĂƌŐƵĞƌŝƚĞKZƚŽĚǀŝƐĞϳĚĂǇďƌĞĂŬϬϵͬϭϳͬϮϬϮϭ^ĞƚϭсϮ͕ϯϯϬƉƐŝϮϴĚĂǇďƌĞĂŬϭϬͬϬϴͬϮϬϮϭ^Ğƚϭсϯ͕ϰϱϬƉƐŝ^Ğƚϭсϯ͕ϰϱϬƉƐŝ^Ğƚϭсϯ͕ϰϵϬƉƐŝϱϲĚĂǇďƌĞĂŬϭϭͬϬϱͬϮϬϮϭ^ĞƚϭсƉƐŝϭϯ 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: 10/24/2021 Client: PMA Date of Sampling: 10/14/2021 Lab Log No.: 16640 Reviewed by: Henry Soares 10/24/2021 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 #: 73 Design Strength (psi): 3,500 @28 days Ticket#: 32112 Sample Material/Shape: ASTM C39 Compressive Strength of Cylindrical Concrete Specimens (4x8)Type of Structure: Sono Tubes Location: Onsite Location for overall pour: Level 1 Sono Tubes at Building A Location when sampled: Auditorium stage Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 67 50-90 Slump or Spread (in.): 5.0 4-6 Unit Wt (#cu ft): 143.5 140-150 Air Temperature (ºF): 60 >40 Air Content (%): 5.2 4.5-7.5 Time Sampled: 8:13 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:21 AM Time in Truck: 52 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 10/22/2021 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 8 10/22/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 36,390 2,890 psi Type 2 B 28 11/11/2021 4.00 8.00 12.57 Lab C 28 11/11/2021 4.00 8.00 12.57 Lab D 28 11/11/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab 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: 10/26/2021 Client: PMA Date of Sampling: 10/19/2021 Lab Log No.: 16691 (3463) Reviewed by: Henry Soares 10/26/2021 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: PMA 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 C 28 11/16/2021 D 28 11/16/2021 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: 10/29/2021 Client: PMA Date of Sampling: 09/27/2021 Lab Log No.: 16339 (3323) Reviewed by: CJ Martens 10/29/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 5000D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 68 Design Strength (psi): 5,000 @28 days Ticket#: 31894 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 Q-P.7/a18, a18-24/W Location when sampled: N.4/b5 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 6.5 5-8 Unit Wt (#cu ft): 143.7 143.0 Air Temperature (ºF): 75 >40 Air Content (%): 6.7 4-7 Time Sampled: 8:13 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:23 AM Time in Truck: 50 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 10/01/2021 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 10/04/2021 Henry Soares 4.00 8.00 12.57 Lab 44,058 3,510 psi Type 5 B 28 10/25/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 52,427 4,170 psi Type 2 C 56 11/22/2021 4.00 8.00 12.57 Lab D 56 11/22/2021 4.00 8.00 12.57 Lab E 56 11/22/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH Remarks: Low 28-Day indication compression 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: 10/29/2021 Client: PMA Date of Sampling: 09/28/2021 Lab Log No.: 16340 (3322) Reviewed by: CJ Martens 10/29/2021 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 73 Design Strength (psi): 3,500 @28 days Ticket#: 31908 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 a8-15/W, W-V/a15 Location when sampled: W/a8 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): 144.4 143.1 Air Temperature (ºF): 73 >40 Air Content (%): 6.3 4.5-7.5 Time Sampled: 7:40 AM Aggregate Size (in): 3/4 3/4 Batch Time: 6:50 AM Time in Truck: 50 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 10/01/2021 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 10/05/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 33,393 2,660 psi Type 2 B 28 10/26/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 47,459 3,780 psi Type 3 C 28 10/26/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 46,493 3,700 psi Type 2 D 28 10/26/2021 Luis Soto Soldevilla 4.00 8.00 12.57 Lab 48,141 3,830 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:3,770 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: 11/02/2021 Client: PMA Date of Sampling: 10/20/2021 Lab Log No.: 16693 (3457) Reviewed by: CJ Martens 11/02/2021 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 #: 3000 DNA Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 1 Truck #: 53 Design Strength (psi): 3,000 @28 days Ticket#: 32197 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 A Auditorium Location when sampled: Mud Mat Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 68 50-90 Slump or Spread (in.): 8.0 5-9 Unit Wt (#cu ft): 149.1 148.2 Air Temperature (ºF): 60 >40 Air Content (%): 1.3 0-3 Time Sampled: 7:30 AM Aggregate Size (in): 3/4 3/4 Batch Time: 6:49 AM Time in Truck: 41 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 10/22/2021 Technician that received: Luis Soto Soldevilla Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 10/27/2021 Max Nabulsi 4.00 8.00 12.57 Lab 37,756 3,000 psi B 28 11/17/2021 4.00 8.00 12.57 Lab C 28 11/17/2021 4.00 8.00 12.57 Lab D 28 11/17/2021 4.00 8.00 12.57 Lab E H H 4.00 8.00 12.57 Lab Remarks: Received Sample Condition: Acceptable and/or Satisfactory