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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School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ech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas 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. 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 10-05-2021 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 September 20, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 73°F Permit No. : Plans Dated: 03/26/2021 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 09-20-2021 Date Enea Mushi Project Manager 09-29-2021 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 Proof roller, Dozer. No samples taken. Density Std (DS): 2524 Moisture Std (MS): 471 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: Buildin B roadway 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: Proof roller Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Crushed concrete 1 S794 126.4 7.7 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Roadway 4 23 1 120.2 4.6 95 Pass 2 Roadway 4 23 1 120.9 4.0 96 Pass 3 Roadway 4 23 1 121.5 4.9 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: Blake Mullens Inspection Type: Field Welding Pg. 1 of 1 September 20, 2021 Time In: 10:00 Time Out: 15:30 Weather: Sunny Temperature: 71°F Permit No. : Plans Dated: 05/21/2021 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: Blake Mullens Inspector 09-20-2021 Date Enea Mushi Project Manager 09-21-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Blake Mullens reported to Nicholas Hull with PMA Consultants at the jobsite. Performed structural steel and welding inspection. Reviewed welder qualification documents for the following welders: Welder name ID # Robert Yount RY Reviewed the following WPS(s): WPS Number AWS Prequalified Materials/Storage : Processes Used: Process Type of electrode/wire Diameter Shielding Gas FCAW E71T 5/64" Flux Weldments observed consisted of: Weld Type Weld Material to Weld Material from Level Location/Piece No Remarks Ref. Details Complete penetration Beam Tube steel column 2 A/d2 Welding In process E-1 2 A/d4 Welding In process 2 A/d6 Welding In process 2 A/d11 Welding In process 2 A/d15 Welding In process 2 A/d17 Welding In process Additional Notes: Performed visual inspection of moment welds along line A in area D west. Moments within this area lack reinforcement cap on lower moments; work on lower moments is in process. Top moments in locations listed above are visually acceptable per standards. Referenced Details: E-1 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 September 21, 2021 Time In: 07:00 Time Out: 15:00 Weather: Temperature: 75°F Permit No. : Plans Dated: 03/26/2021 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 09-21-2021 Date Enea Mushi Project Manager 09-29-2021 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, Dozer. No samples taken. Density Std (DS): 2523 Moisture Std (MS): 470 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: 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 Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Crushed concrete 1 S794 126.4 7.7 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 L/b17 6 TOF 1 120.0 5.3 95 Pass 2 L/b18 6 TOF 1 120.4 5.0 95 Pass 3 L/b20 6 -1 TOP 1 121.8 5.6 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 September 21, 2021 Time In: 12:30 Time Out: 18:00 Weather: Partly Cloudy Temperature: 75°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: 83 Floor/Level Member Type Location Weld Type Acc. Qty Rej. Qty Repair RemarksAcc Qty Rej. Qty Rej. Date 2 CJP A/d2 V-Groove 2 0 N/A N/A N/A Moment 2 CJP A/d4 V-Groove 4 0 N/A N/A N/A Moment 2 CJP A/d6 V-Groove 2 0 N/A N/A N/A Moment 2 CJP A/d11 V-Groove 2 0 N/A N/A N/A Moment 2 CJP A/d15 V-Groove 4 0 N/A N/A N/A Moment 2 CJP D/d1 V-Groove 2 0 N/A N/A N/A Moment 2 CJP D/d3 V-Groove 4 0 N/A N/A N/A Moment 2 CJP D/d5 V-Groove 2 0 N/A N/A N/A Moment 2 CJP D/d9 V-Groove 2 0 N/A N/A N/A Moment 2 CJP D/d10 V-Groove 4 0 N/A N/A N/A Moment 2 CJP D/d14 V-Groove 4 0 N/A N/A N/A Moment Roof CJP D/d1 V-Groove 2 0 N/A N/A N/A Moment Roof CJP D/d3 V-Groove 4 0 N/A N/A N/A Moment Roof CJP D/d5 V-Groove 2 0 N/A N/A N/A Moment Roof CJP D/d9 V-Groove 2 0 N/A N/A N/A Moment Roof CJP D/d12 V-Groove 4 0 N/A N/A N/A Moment Roof CJP D/d14 V-Groove 4 0 N/A N/A N/A Moment c See attached UT Rejection report for rejectable indications noted above. Referenced Details: E-1, E-3 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 September 21, 2021 Time In: 12:30 Time Out: 18:00 Weather: Partly Cloudy Temperature: 75°F Permit No. : Conformance: Work observed was, to the best of my knowledge, in conformance with Approved plans dated: 05/21/2021 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 09-21-2021 Date Project Manager 09-21-2021 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 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 September 22, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 75°F Permit No. : Plans Dated: 03/26/2021 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 09-22-2021 Date Enea Mushi Project Manager 09-29-2021 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, Dozer. No samples taken. Density Std (DS): 2520 Moisture Std (MS): 475 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 Earthwork: Dozer 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 J.3/b21 6 -4 TOW 1 111.6 6.1 96 Pass 2 J/b19 6 TOW 1 110.5 6.8 95 Pass 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 September 22, 2021 Time In: 11:00 Time Out: 12:00 Weather: Sunny Temperature: 75°F Permit No. : Plans Dated: 06/18/2021 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 09-22-2021 Date Enea Mushi Project Manager 09-29-2021 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 L1 footings at Building B and A. Work complete. Reference detail R012. Footings: Q/a23-17, a18/P.7,a18/N.3, P/b9, P/a14, N.4/b9, N.4/b7, N.4/b12, N.4/b13, P/b13. Wall: auditorium (a5-6/T.8, T.8-R/a5, a6-8/P. Piers: U/a5, a6, a7; V/a4, a6, a8; V.5/ a5, a8.. Reinforcing Steel and Anchor Bolts YN YN Rebar Installed Per Approved Details b General Notes And Typical Details Reviewed b Rebar The Proper Size b Rebar The Proper Type/grade b Rebar Spacing Acceptable b Min Clearances Achieved Around Rebar b Min Lap Splice Lengths Achieved b Additional Required Rebar Has Been Placed b Rebar Testing Complete And Passed If Required b 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 2 September 23, 2021 Time In: 07:00 Time Out: 10:00 Weather: Temperature: 75°F Permit No. : 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of and performed sampling of concrete for Level 1, footings at Building A and B (mix no. 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5%, and 19 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 5.75 70 75 5.9 144.8 72 P/a6 5 8:43 AM 9:30 AM Marguerite 3186 0 5 Total 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. 2 of 2 September 23, 2021 Time In: 07:00 Time Out: 10:00 Weather: Temperature: 75°F Permit No. : Plans Dated: 05/19/2021 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: Arsene Ntwali Inspector 09-23-2021 Date Enea Mushi Project Manager 09-29-2021 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 1, footings at Building A and B (mix no. 5000D, design strength of 5000 psi at 28 days, specified slump from 5 to 8 in., specified air content from 4% to 7%, and 44 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 8.0 70 72 6.1 143.6 72 P7/a18 6 7:17 AM 7:39 AM Marguerite 3185 4 11 Total Additional Notes: 5000D location: Footings: Q/a23-17, a18/P.7,a18/N.3, P/b9, P/a14, N.4/b9, N.4/b7, N.4/b12, N.4/b13, P/b13.rnrn3500D location : Wall: auditorium (a5-6/T.8, T.8-R/a5, a6-8/P.rnPiers: U/a5, a6, a7; V/a4, a6, a8; V.5/ a5, a8. Referenced Details: Mix Design 3500D-3/4 Design Concrete. Mix Design 5000D-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 September 23, 2021 Time In: 10:00 Time Out: 15:00 Weather: Temperature: 75°F Permit No. : Plans Dated: 03/26/2021 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 09-23-2021 Date Enea Mushi Project Manager 09-29-2021 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, Dozer. No samples taken. Density Std (DS): 2526 Moisture Std (MS): 471 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: 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 Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Crushed concrete 1 S794 126.4 7.7 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 J.6/b28 6 -3 TOW 1 120.6 5.8 95 Pass 2 J.6/b30 6 -2 TOW 1 120.9 5.0 96 Pass 3 J.6/b28 6 -1 TOW 1 121.2 5.3 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 September 23, 2021 Time In: 12:00 Time Out: 17:00 Weather: Partly Cloudy Temperature: 80°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: 85 Floor/Level Member Type Location Weld Type Acc. Qty Rej. Qty Repair RemarksAcc Qty Rej. Qty Rej. Date 2 CJP A/d17 V-Groove 2 0 N/A N/A N/A Moment 2 CJP A/d21 V-Groove 2 0 N/A N/A N/A Moment 2 CJP A/d25 V-Groove 2 0 N/A N/A N/A Moment 2 CJP B.2/d23.5 V-Groove 4 0 N/A N/A N/A Moment 2 CJP D/d16 V-Groove 2 0 N/A N/A N/A Moment 2 CJP D/d20 V-Groove 2 0 N/A N/A N/A Moment 2 CJP D/d22 V-Groove 4 0 N/A N/A N/A Moment 2 CJP D/d24 V-Groove 2 0 N/A N/A N/A Moment Roof CJP A/d2 V-Groove 2 0 N/A N/A N/A Moment Roof CJP A/d4 V-Groove 4 0 N/A N/A N/A Moment Roof CJP A/d6 V-Groove 2 0 N/A N/A N/A Moment Roof CJP A/d11 V-Groove 2 0 N/A N/A N/A Moment Roof CJP A/d15 V-Groove 4 0 N/A N/A N/A Moment Roof CJP A/d17 V-Groove 2 0 N/A N/A N/A Moment Roof CJP A/d21 V-Groove 2 0 N/A N/A N/A Moment Roof CJP D/d16 V-Groove 2 0 N/A N/A N/A Moment c See attached UT Rejection report for rejectable indications noted above. Additional Notes: Performed visual inspection of bolting at Area-D Level 2 framing. Bolts unsnapped at locations B/d17 and C/d17. Bolts missing at location C/d16. Referenced Details: E-1, E-3 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 September 23, 2021 Time In: 12:00 Time Out: 17:00 Weather: Partly Cloudy Temperature: 80°F Permit No. : Conformance: Work observed was, to the best of my knowledge, in conformance with Approved plans dated: 05/21/2021 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 09-23-2021 Date Project Manager 09-29-2021 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 NCR ID# Date Location Inspector IssueRFI/ Submittal No.Resolved? (Y/N) Sub/ Contractor Date Resolved Comment1 7/21/2021 Wall : C /d3 Arsene NtwaliLow break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5%NMargueriteEOR to Advise 7 day break 08/10/2021 Set 1 = 1,860 psi 28 day break 08/31/2021 Set 1 = 2,800 psi Set 1 = 2,900 psi Set 1 = 3,480 psi 28 day average = 3,060 psi 2 7/28/2021 Footing : C16/E Arsene NtwaliLow break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5% : Lab Log No.: 15519 (2744-2745)NMargueriteEOR to Advise 28 day break 08/31/2021 Set 1 = 3,350 psi Set 1 = 3,500 psi Set 1 = 3,620 psi 56 day break 09/22/2021 Set 1 = psi3 7/30/2021Footings Set # 1 :Column line/Row: D.3/c116 Set # 2 Columm line / Row c5/H Arsene NtwaliLow break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5%NMargueriteEOR to Advise 28 day break 08/27/2021 Set 1 = 3,070 psi Set 1 = 3,330 psi Set 1 = 3,430 psi Set 2 = 3,330 psi Set 2 = 3,520 psi Set 2 = 3,580 psi 28 day average set 1 = 3,280 psi 28 day average set 2 = 3,480 psi4 8/3/2021Footings: Elevator pit foundationArsene NtwaliLow break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5%NMargueriteEOR to Advise 7 day break 08/10/2021 Set 1 = 2,610 psi 28 day break 08/31/2021 Set 1 = 3,170 psi 56 day break 9/28/2021 Set 1 = 3,330 psi Set 1 = 3,490 psi Set 1 = 3,700 psi 56 day average set 1 = 3,510 psi5 8/6/2021 Level 1 Wall at Building C and B - E/c2Arsene NtwaliLow break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5%NMargueriteEOR to Advise 7 day break 08/13/2021 Set 1 = 2,980 psi 28 day break 09/3/2021 Set 1 = 3,170 psi 56 day break 10/8/2021 Set 1 = 3,230 psi Set 1 = 3,400 psi 6 8/6/2021Level 1 Wall at Building C and B - J.7/b25Arsene NtwaliLow break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5%NMargueriteEOR to Advise 7 day break 08/13/2021 Set 2= 2,390 psi 28 day break 09/3/2021 Set 2 = 3380 psi 56 day break 10/8/2021 Set 1 = psi7 8/13/2021Level 1 Footings at Building B: P.1/b33Arsene NtwaliLow break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5%NMargueriteEOR to Advise 17 day break 08/30/2021 Set 1 = 3,090 psi 28 day break 09/10/2021 Set 1 = 3,460 psi Set 1 = 3,510 psi 56 day break 10/08/2021 Set 1 = psi Set 1 = psi8 8/13/2021Level 1 Footings at Building B: J.3/b24Arsene NtwaliLow break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5%NMargueriteEOR to Advise 7 day break 08/20/2021 Set 1 = 2,320 psi 28 day break 09/10/2021 Set 1 = 2,840 psi 56 day break 10/08/2021 Set 1 = psi Set 1 = psi9 8/20/2021Level 1 Footings at Foundation: Wall: H/c5Arsene NtwaliLow break: Mix Desing 3500D, design strength of 3500 psi at 28 days, specified slump from 4 to 6 in., specified air content from 4.5% to 7.5%NMargueriteEOR to Advise 7 day break 08/27/2021 Set 1 = 2,810 psi 28 day break 09/17/2021 Set 1 = 2,440 psi Set 1 = 2,500 psi 56 day break 10/15/2021 Set 1 = psi Set 1 = psiStatus: Work-in-ProgressLegend:Status: ClosedStatus: Open TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/23/2021 Client: PMA Date of Sampling: 07/28/2021 Lab Log No.: 15519 (2744-2745) Reviewed by: CJ Martens 09/23/2021 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 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 2 Truck #: 55 Design Strength (psi): 3,500 @28 days Ticket#: 31197 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 C116/D.3, C16/E, c20/G Location when sampled: C16/E Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 5.0 4-6 Unit Wt (#cu ft): 144.2 140-150 Air Temperature (ºF): 72 >40 Air Content (%): 5.4 4.5-7.5 Time Sampled: 7:55 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:02 AM Time in Truck: 53 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 07/30/2021 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 08/04/2021 Evan Mei 4.00 8.00 12.57 Lab 33,496 2,660 psi Type 2 B 28 08/25/2021 Henry Soares 4.00 8.00 12.57 Lab 42,390 3,370 psi Type 2 C 28 08/25/2021 Henry Soares 4.00 8.00 12.57 Lab 43,953 3,500 psi Type 2 D 28 08/25/2021 Henry Soares 4.00 8.00 12.57 Lab 45,924 3,650 psi Type 6 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:3,510 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/23/2021 Client: PMA Date of Sampling: 07/28/2021 Lab Log No.: 15519 (2744-2745) Reviewed by: CJ Martens 09/23/2021 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 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 2 of 2 Truck #: 53 Design Strength (psi): 3,500 @28 days Ticket#: 31199 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 C116/D.3, C16/E, c20/G Location when sampled: C18/F Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 67 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 144.7 140-150 Air Temperature (ºF): 72 >40 Air Content (%): 5.7 4.5-7.5 Time Sampled: 8:55 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:51 AM Time in Truck: 64 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 07/30/2021 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 08/04/2021 Evan Mei 4.00 8.00 12.57 Lab 37,601 2,990 psi Type 2 B 28 08/25/2021 Max Nabulsi 4.00 8.00 12.57 Lab 49,335 3,920 psi Type 2 C 28 08/25/2021 Max Nabulsi 4.00 8.00 12.57 Lab 49,598 3,950 psi Type 2 D 28 08/25/2021 Max Nabulsi 4.00 8.00 12.57 Lab 53,275 4,240 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:4,040 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/23/2021 Client: PMA Date of Sampling: 08/13/2021 Lab Log No.: 15745 (2945-2946) Reviewed by: CJ Martens 09/23/2021 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 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape Cod Mix Contractor: Marguerite Set: 1 of 2 Truck #: 68 Design Strength (psi): 3,500 @28 days Ticket#: 31410 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 Building B Location when sampled: P.1/b33 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 72 50-90 Slump or Spread (in.): 5.25 4-6 Unit Wt (#cu ft): 144.5 140-150 Air Temperature (ºF): 80 >40 Air Content (%): 5.0 4.5-7.5 Time Sampled: 7:38 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:00 AM Time in Truck: 38 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/18/2021 Technician that received: John Lydstone Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 17 08/30/2021 Max Nabulsi 4.00 8.00 12.57 Lab 38,847 3,090 psi Type 2 B 28 09/10/2021 Alex Dzengeleski 4.00 8.00 12.57 Lab 44,171 3,510 psi Type 2 C 28 09/10/2021 Alex Dzengeleski 4.00 8.00 12.57 Lab 43,490 3,460 psi Type 2 D 56 10/08/2021 4.00 8.00 12.57 Lab E 56 10/08/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:3,490 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day indication compression tests; Specimens D & E will be held for 56-Days. TESTING INSPECTION ENGINEERING Field Number: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/23/2021 Client: PMA Date of Sampling: 08/13/2021 Lab Log No.: 15745 (2945-2946) Reviewed by: CJ Martens 09/23/2021 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 2 Information provided by Field Technician Mix #: 3500D Supplier: Cape cod Ready Mix Contractor: Marguerite Set: 2 of 2 Truck #: 68 Design Strength (psi): 3,500 @28 days Ticket#: 31416 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 Building B Location when sampled: J.3/b24 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 144.0 140-150 Air Temperature (ºF): 80 >40 Air Content (%): 5.5 4.5-7.5 Time Sampled: 9:50 AM Aggregate Size (in): 3/4 N/A Batch Time: 9:00 AM Time in Truck: 50 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/18/2021 Technician that received: John Lydstone Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/20/2021 Max Nabulsi 4.00 8.00 12.57 Lab 29,191 2,320 psi Type 2 B 28 09/10/2021 Alex Dzengeleski 4.00 8.00 12.57 Lab 35,742 2,840 psi Type 2 C 56 10/08/2021 4.00 8.00 12.57 Lab D 56 10/08/2021 4.00 8.00 12.57 Lab E 56 10/08/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:2,840 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory; Low 28-Day indication compression test; 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: 09/23/2021 Client: PMA Date of Sampling: 08/20/2021 Lab Log No.: 15860 (3024) Reviewed by: CJ Martens 09/23/2021 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 #: 52 Design Strength (psi): 3,500 @28 days Ticket#: 169676 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 Foundation: H-K/b15 Wall: H/c5, c7/H, c15/H-H.8 Location when sampled: H/c5 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): 144.6 140-150 Air Temperature (ºF): 80 >40 Air Content (%): 6.0 4.5-7.5 Time Sampled: 7:25 AM Aggregate Size (in): 3/4 N/A Batch Time: 6:42 AM Time in Truck: 43 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/27/2021 Technician that received: James Descoteaux Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/27/2021 James Descoteaux 4.00 8.00 12.57 Lab 35,350 2,810 psi Type 3 B 28 09/17/2021 Henry Soares 4.00 8.00 12.57 Lab 43,958 3,500 psi Type 2 C 28 09/17/2021 Henry Soares 4.00 8.00 12.57 Lab 43,279 3,440 psi Type 2 D 56 10/15/2021 4.00 8.00 12.57 Lab E 56 10/15/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH 28 Day Avg.:3,470 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day indication compression test; Specimens D & 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: 09/23/2021 Client: PMA Date of Sampling: 08/24/2021 Lab Log No.: 15871 (3016) Reviewed by: CJ Martens 09/23/2021 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 #: 53 Design Strength (psi): 3,500 @28 days Ticket#: 31516 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 K-P/b24, b24-33/P, N-P.1/b33 Location when sampled: N.4/b33 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 72 50-90 Slump or Spread (in.): 5.5 4-6 Unit Wt (#cu ft): 144.1 140-150 Air Temperature (ºF): 75 >40 Air Content (%): 5.75 4.5-7.5 Time Sampled: 7:42 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:00 AM Time in Truck: 42 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/25/2021 Technician that received: James Descoteaux Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/31/2021 Henry Soares 4.00 8.00 12.57 Lab 39,465 3,140 psi Type 5 B 28 09/21/2021 Henry Soares 4.00 8.00 12.57 Lab 52,387 4,170 psi Type 2 C 28 09/21/2021 Henry Soares 4.00 8.00 12.57 Lab 47,158 3,750 psi Type 2 D 28 09/21/2021 Henry Soares 4.00 8.00 12.57 Lab 54,530 4,340 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:4,090 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Soils Test Report Project Name: Dennis Yarmouth Middle School Place of Sampling : Stockpile by Lot 2 Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/23/2021 Client: PMA Date of Sampling: 09/15/2021 Lab Log No.: 16232 (S797) Reviewed by: Henry Soares 09/23/2021 Date ASTM Standards Used: Unless otherwise noted ASTM D-1557, C-136, D4318, D2216, D1140,Method-C 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 Max Density 128.2 pcf @ 7.8% As Received Moisture 10.2% Source Import RBO Color Brown Description Specific Gravity 2.7 Estimated Date Received: 09/15/2021 Date Tested: 09/17/2021 Tested by: Max Nabulsi Desc of Rammer: Mechanical Material: Crushed Concrete Preparation Method: Moist Oversized Material: Percent of: 10.7 ;Specific Gravity: 2.7;Percent Moisture: 1.1 Remarks: Received Sample Condition: Acceptable and/or Satisfactory TESTING INSPECTION ENGINEERING Sieve Analysis of Combined Fine and Coarse Aggregates (Wash Included) Project Name: Dennis Yarmouth Middle School Place of Sampling : Stockpile by Lot 2 Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/23/2021 Client: PMA Date of Sampling: 09/15/2021 Lab Log No.: 16232 (S797) Material: Crushed Concrete Specibc Gravity: Estimated Source: Max Particle Size: Test Performed By: Max Nabulsi Date Tested: 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 items testedand 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 2 Sieve Designation Sieve Size Cumulative % Cumulative %Low HiRetained Passing 3 in 3 in 75 mm 0 100 '100' '100' 2 in 2 in 50 mm 9 91 '' '' 1 1/2 in 1.5 in 37.5 mm 9.8 90.2 '' '' 1 in 1 in 25 mm 12.6 87.4 '' '' 3/4 in 0.75 in 19 mm 15.7 84.3 '' '' 1/2 in 0.5 in 12.5 mm 19.6 80.4 '' '' 3/8 in 0.375 in 9.5 mm 21.9 78.1 '' '' No. 4 0.187 in 4.75 mm 27.8 72.2 '30' '90' No. 8 0.0937 in 2.36 mm 31 69 '' '' No. 10 0.0787 in 2 mm 31.8 68.2 '' '' No. 16 0.0469 in 1.18 mm 36.4 63.6 '' '' No. 30 0.0234 in 600 bm 52.3 47.7 '' '' No. 40 0.0165 in 425 bm 63.8 36.2 '10' '50' No. 50 0.0117 in 300 bm 74.8 25.2 '' '' No. 100 0.0059 in 150 bm 87.9 12.1 '' '' No. 200 0.0029 in 75 bm 92.1 7.9 '0' '10' Remarks: Sieve meets requirements for Compacted Structural Fill TESTING INSPECTION ENGINEERING Sieve Analysis of Combined Fine and Coarse Aggregates (Wash Included) Project Name: Dennis Yarmouth Middle School Place of Sampling : Stockpile by Lot 2 Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 09/23/2021 Client: PMA Date of Sampling: 09/15/2021 Lab Log No.: 16232 (S797) Material: Crushed Concrete Specibc Gravity: Estimated Source: Max Particle Size: Test Performed By: Max Nabulsi Date Tested: Reviewed by: Henry Soares 09/23/2021 Date ASTM Standards Used: ASTM C-136 or D-422 (if required D-226/11.1) 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 2