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HomeMy WebLinkAboutJ5951 Dennis Yarmouth Middle School WE 2021-10-08Summary Report #19 October 11, 2021 Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas Application No.: October 4, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Show-up time. See attached. October 5, 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 6, 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, (1) set(s), (5) total. See attached. Arsene Ntwali reported to Mitch Miller with PMA at he 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 7, 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 8, 2021 Peter Wilson reported to Nicholas Hull with PMA at the jobsite. Performed concrete placement and sampling inspection. Concrete sample(s) TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas obtained: (5) per set, (1) set(s), (5) total. See attached. Peter Wilson reported to Nicholas Hull with PMA at the josite. Performed soils compaction testing and observation of earthwork activities. 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 Peter'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 10-15-2021 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: Show up Pg. 1 of 1 October 4, 2021 Time In: 07:00 Time Out: 11:00 Weather: Heavy Rain Temperature: 68°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 10-11-2021 Date Enea Mushi Project Manager 10-12-2021 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 October 5, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 72°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 10-05-2021 Date Enea Mushi Project Manager 10-12-2021 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): 2490 Moisture Std (MS): 476 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: Buildin 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 S797 128.2 7.8 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 K/b18 6 -2 TOW 1 122.9 6.7 96 Pass 2 K/b19 6 -1 TOW 1 123.6 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: Arsene Ntwali Inspection Type: Reinforcing Steel Placement Pg. 1 of 1 October 5, 2021 Time In: 11:00 Time Out: 12:00 Weather: Sunny Temperature: 72°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 10-05-2021 Date Enea Mushi Project Manager 10-12-2021 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 wall(s) at Building B and A. Work complete. Reference detail R012. Wall: V.5-V/a15, V-S.1/b13 Piers: a15/V, S.8, S.5, S.1; P/b6. 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: Concrete Placement and Sampling Pg. 1 of 1 October 6, 2021 Time In: 07:00 Time Out: 09:00 Weather: Temperature: 70°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 10-06-2021 Date Enea Mushi Project Manager 10-12-2021 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, wall(s) at V.5-V/a15, V-S.1/b13 (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 30 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Concrete 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 6.0 71 70 5.5 143.9 72 V/a15 5 7:25 AM 8:10 AM Marguerite 3201 4 5 Total Additional Notes: Wall: V.5-V/a15, V-S.1/b13.rnPiers: a15/V, S.8, S.5, S.1; P/b6. Referenced Details: Mix Design 3500D-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 6, 2021 Time In: 09:00 Time Out: 15:00 Weather: Temperature: 70°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 10-06-2021 Date Enea Mushi Project Manager 10-12-2021 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): 2487 Moisture Std (MS): 476 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: 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: Sheep‘s foot Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Crushed concrete 1 S797 128.2 7.8 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 V.9/a1 6 -2 TOW 1 122.9 6.8 96 Pass 2 V/a5 6 -1 TOW 1 123.6 6.3 96 Pass TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali October 7, 2021 Time In: 07:00 Time Out: 15:00 Weather: Cloudy Temperature: 71°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 10-07-2021 Date Enea Mushi Project Manager 10-12-2021 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): 2490 Moisture Std (MS): 474 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: 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: Sheep‘s foot Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture RBO Crushed concrete 1 S797 128.2 7.8 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 V.5/a7 6 -3 TOW 1 122.7 6.7 96 Pass 2 V.5/a11 6 -2 TOW 1 122.2 6.0 95 Pass 3 V/a7 6 -1 TOW 1 123.0 6.2 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: Arsene Ntwali Inspection Type: Reinforcing Steel Placement Pg. 1 of 1 October 7, 2021 Time In: 11:00 Time Out: 12:00 Weather: Cloudy Temperature: 71°F Permit No. : Plans Dated: 06/19/2021 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 10-07-2021 Date Enea Mushi Project Manager 10-12-2021 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 wall(s) at Building A. Work complete. Reference detail R015. T-S auditorium arch. 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: Peter Wilson Inspection Type: Concrete Placement and Sampling Pg. 1 of 1 October 8, 2021 Time In: 07:00 Time Out: 12:00 Weather: Sunny Temperature: 64°F Permit No. : Plans Dated: N/A 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: Peter Wilson Inspector 10-08-2021 Date Enea Mushi Project Manager 10-09-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Peter Wilson reported to Nicholas Hull with PMA at the jobsite. Observed placement of and performed sampling of concrete for 1, wall(s) at BLD A (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 11 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Point of Discharge. 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 65 5 145.6 72 S.3/a1 5 7:23 AM 8:33 AM Maurgerite 1071 5 5 Total TESTING INSPECTION ENGINEERING Soils Compaction & Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Peter Wilson Inspection Location: Building A Subcontractor: Nicholas Hull Pg. 1 of 1 October 8, 2021 Time In: 06:00 Time Out: 07:00 Time In: 12:00 Time Out: 15:00 Time In: 15:00 Time Out: 16:00 Weather: Sunny Temperature: 63°F Permit No. : Plans Dated: N/A 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: Peter Wilson Inspector 10-08-2021 Date Enea Mushi Project Manager 10-09-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Peter Wilson reported to Nicholas Hull with PMA at the jobsite. Performed soils compaction testing and observation of earthwork activities. Equipment used was Amman Plate #3520 Compactor, Caterpillar 304EZ CR. No samples taken. Density Std (DS): 2669 Moisture Std (MS): 388 Specified Compaction: 95 Soils Report prepared by: Fenagh Engineering and Testing, Inc. Source of Fill: Import: General Location of Fill: stockpile Nuclear Gauge: Hobart HS 5001EZ 7203 calibration expiration date 07/09/2021 Soils Report Dated: 01/28/2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Amman Plate #3520 Compactor Earthwork: Caterpillar 304EZ CR Description of material Reference CurveID Lab Log ID Max Dry Density(pcf) Optimum Moisture Structural Fill A 15408 130.7 7.9 Test# Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95) (%)Comments 1 A6/V.5 6 -1 A 125.2 8.3 96 Pass 2 L.9/b1 6 -2 A 124.4 8.1 95 Pass 3 L.9/b2 6 -2 A 124.1 7.8 95 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 Inspection Location: Area - C Subcontractor: Stellar Steel Erectors October 8, 2021 Time In: 09:00 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: 81 Floor/Level Member Type Location Weld Type Acc. Qty Rej. Qty Repair RemarksAcc Qty Rej. Qty Rej. Date 2 CJP D.1/II V-Groove 1 0 N/A N/A N/A Top Moment 2 CJP D.1/JJ V-Groove 2 0 N/A N/A N/A Top and Bottom Moment 2 CJP D.5/II V-Groove 1 0 N/A N/A N/A Top Moment 2 CJP D.5/JJ V-Groove 2 0 N/A N/A N/A Top and Bottom Moment 2 CJP E/d5 V-Groove 2 0 N/A N/A N/A Top and Bottom Moment 2 CJP E/c9 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments 2 CJP H/c1 V-Groove 1 0 N/A N/A N/A Top Moment 2 CJP H/c3 V-Groove 2 0 N/A N/A N/A Top Moments 2 CJP H/c5 V-Groove 1 0 N/A N/A N/A Top Moment 2 CJP H/c19 V-Groove 2 0 N/A N/A N/A Top Moments 2 CJP H/c21 V-Groove 1 0 N/A N/A N/A Top Moment Roof CJP D.1/II V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Roof CJP D.1/JJ V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Roof CJP D.5/II V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Roof CJP D.5/JJ V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Roof CJP E/c2 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Roof CJP E/c4 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments Roof CJP E/c6 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Roof CJP E/c9 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments Roof CJP H/c1 V-Groove 2 0 N/A N/A N/A Top and Bottom Moments Roof CJP H/c3 V-Groove 4 0 N/A N/A N/A Top and Bottom Moments Roof CJP H/c5 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 anchor bolts at Area C. Anchor bolts tightened and acceptable. Performed visual inspection of plate washer welds at Area D. Plate washer welds acceptable per standards. Performed visual inspection of lower wind brace weldments at Area C. Wind brace weldments within this area acceptable per standards. Performed visual inspection of level 2 bolting at Area - D. Bolting within this area acceptable per standards. Referenced Details: S-1.23C, S1.33C 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 Inspection Location: Area - C Subcontractor: Stellar Steel Erectors October 8, 2021 Time In: 09:00 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: 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 10-08-2021 Date Project Manager 10-12-2021 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 56 day break 09/24/2021 Set # 1 = 3,720 psi Set #2 = 3,670 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 = 3,440 psi Set 1 = 3,500 psi 56 day break 10/15/2021 Set 1 = psi Set 1 = psi10 9/3/2021 Level 1 Wall; U/a5 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.: 16067 (3123)NMargueriteEOR to Advise 7 day break 09/10/2021 Set 1 = 2,050 psi 28 day break 10/01/2021 Set 1 = 3,100 psi 56 day break 10/29/2021 Set 1 = psi Set 1 = psi Set 1 = psi11 9/9/2021 Level 1 Footing: M.5/b17Arsene 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.: 16132 (3175)NMargueriteEOR to Advise 7 day break 09/16/2021 Set 1 = 2,400 psi 28 day break 10/07/2021 Set 1 = 3,480 psi Set 1 = 3,490 psi 56 day break 11/04/2021 Set 1 = psi Set 1 = psi12 9/10/2021 Level 1 Footing: L.9/b2Arsene 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.: 16133 (3176)NMargueriteEOR to Advise 7 day break 09/17/2021 Set 1 = 2,330 psi 28 day break 10/08/2021 Set 1 = 3,450 psi Set 1 = 3,450 psi Set 1 = 3,490 psi 56 day break 11/05/2021 Set 1 = psi Status: Work-in-ProgressLegend:Status: ClosedStatus: Open TESTING INSPECTION ENGINEERING Field Number: 6 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 10/04/2021 Client: PMA Date of Sampling: 09/23/2021 Lab Log No.: 16288 (3264) Reviewed by: CJ Martens 10/04/2021 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 Ready Mix Contractor: Marguerite Set: 1 of 1 Truck #: 72 Design Strength (psi): 5,000 @28 days Ticket#: 31854 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 A and B Location when sampled: P7/a18 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 8.0 5-8 Unit Wt (#cu ft): 143.6 143.4 Air Temperature (ºF): 72 >40 Air Content (%): 6.1 4-7 Time Sampled: 7:39 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:17 AM Time in Truck: 22 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/24/2021 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 3 09/26/2021 Max Nabulsi 4.00 8.00 12.57 Lab 34,951 2,780 psi Type 2 B 7 09/30/2021 Henry Soares 4.00 8.00 12.57 Lab 44,144 3,510 psi Type 5 C 28 10/21/2021 4.00 8.00 12.57 Lab D 28 10/21/2021 4.00 8.00 12.57 Lab E 28 10/21/2021 4.00 8.00 12.57 Lab F H H 4.00 8.00 12.57 Lab 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: 10/04/2021 Client: PMA Date of Sampling: 09/27/2021 Lab Log No.: 16339 (3323) Reviewed by: CJ Martens 10/04/2021 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): 143.7 143.4 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 4.00 8.00 12.57 Lab C 28 10/25/2021 4.00 8.00 12.57 Lab D 28 10/25/2021 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: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 10/04/2021 Client: PMA Date of Sampling: 09/03/2021 Lab Log No.: 16067 (3123) Reviewed by: CJ Martens 10/04/2021 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 4.00 8.00 12.57 Lab D 56 10/29/2021 4.00 8.00 12.57 Lab E 56 10/29/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH 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: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 10/04/2021 Client: PMA Date of Sampling: 08/06/2021 Lab Log No.: 15654 Reviewed by: CJ Martens 10/04/2021 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 #: 56 Design Strength (psi): 3,500 @56 days Ticket#: 31302 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 Building C and B Location when sampled: E/c2 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): 144.6 143.1 Air Temperature (ºF): 75 >40 Air Content (%): 5.8 4.5-7.5 Time Sampled: 7:35 AM Aggregate Size (in): 3/4 N/A Batch Time: 6:51 AM Time in Truck: 44 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/10/2021 Technician that received: Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/13/2021 CM/ATL 4.00 8.00 12.57 Lab 37,510 2,980 psi B 28 09/03/2021 Henry Soares 4.00 8.00 12.57 Lab 39,847 3,170 psi Type 2 C 56 10/01/2021 Henry Soares 4.00 8.00 12.57 Lab 42,717 3,400 psi Type 5 D 56 10/01/2021 Henry Soares 4.00 8.00 12.57 Lab 40,574 3,230 psi Type 5 E 90 11/04/2021 4.00 8.00 12.57 Lab FAILS TO MEET DESIGN STRENGTH 56 Day Avg.:3,320 psi Remarks: Test A samples tested at Allied Testing Laboratory, Inc, CTL# 207-018; *Low Indication Compressive Strength at 56- Days, Remaining specimen E will be held for 90-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: 10/04/2021 Client: PMA Date of Sampling: 08/06/2021 Lab Log No.: 15654 Reviewed by: CJ Martens 10/04/2021 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 #: 51 Design Strength (psi): 3,500 @56 days Ticket#: 31527 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 Building C and B Location when sampled: J.7/b25 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 72 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 144.1 143.1 Air Temperature (ºF): 75 >40 Air Content (%): 6.3 4.5-7.5 Time Sampled: 9:10 AM Aggregate Size (in): 3/4 N/A Batch Time: 8:21 AM Time in Truck: 49 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/10/2021 Technician that received: Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 08/13/2021 CM/ATL 4.00 8.00 12.57 Lab 30,080 2,390 psi B 28 09/03/2021 Henry Soares 4.00 8.00 12.57 Lab 42,433 3,380 psi Type 2 C 56 10/01/2021 Henry Soares 4.00 8.00 12.57 Lab 46,055 3,660 psi Type 2 D 56 10/01/2021 Henry Soares 4.00 8.00 12.57 Lab 47,293 3,760 psi Type 2 E 56 10/01/2021 Henry Soares 4.00 8.00 12.57 Lab 47,165 3,750 psi Type 2 MEETS DESIGN STRENGTH 56 Day Avg.:3,720 psi Remarks: Test A samples tested at Allied Testing Laboratory, Inc, CTL# 207-018. Low 28-Day Indication Strength. Specimens C-E were 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: 10/07/2021 Client: PMA Date of Sampling: 09/09/2021 Lab Log No.: 16132 (3175) Reviewed by: CJ Martens 10/07/2021 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): 144.9 143.3 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 4.00 8.00 12.57 Lab E 56 11/04/2021 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 Indications Compression Test Results. Specimens D & E to be tested 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: 10/07/2021 Client: PMA Date of Sampling: 09/07/2021 Lab Log No.: 16080 (3124) Reviewed by: CJ Martens 10/07/2021 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#: 21756 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 Location when sampled: L/b15 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 69 50-90 Slump or Spread (in.): 5.25 4-6 Unit Wt (#cu ft): 144.3 143.3 Air Temperature (ºF): 75 >40 Air Content (%): 6.0 4.5-7.5 Time Sampled: 7:55 AM Aggregate Size (in): 3/4 3/4 Batch Time: 7:22 AM Time in Truck: 33 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 09/10/2021 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 09/14/2021 Henry Soares 4.00 8.00 12.57 Lab 34,457 2,740 psi Type 2 B 28 10/05/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 48,106 3,830 psi Type 2 C 28 10/05/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 48,699 3,870 psi Type 2 D 28 10/05/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 48,372 3,850 psi Type 2 E H H 4.00 8.00 12.57 Lab MEETS DESIGN STRENGTH 28 Day Avg.:3,850 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: 10/07/2021 Client: PMA Date of Sampling: 09/28/2021 Lab Log No.: 16340 (3322) Reviewed by: CJ Martens 10/07/2021 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): 144.4 143.3 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 4.00 8.00 12.57 Lab C 28 10/26/2021 4.00 8.00 12.57 Lab D 28 10/26/2021 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: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Bernard Connaughton Report Date: 10/08/2021 Client: PMA Date of Sampling: 09/30/2021 Lab Log No.: 16403 (3358-3359) Reviewed by: CJ Martens 10/08/2021 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 Contractor: Marguerite Set: 1 of 2 Truck #: 57 Design Strength (psi): 3,500 @28 days Ticket#: 170220 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 Auditorium Stage Walls,A-6-S,Footings B-14-S.1-B.14-T.2, Isolated Footings B-11-S1,B Location when sampled: A.7-T.2 Wall 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): 145.6 143.1 Air Temperature (ºF): 60 >40 Air Content (%): 5.6 4.5-7.5 Time Sampled: 11:50 AM Aggregate Size (in): 3/4 3/4 Batch Time: 10:40 AM Time in Truck: 70 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 10/06/2021 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 10/07/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 35,110 2,790 psi Type 2 B 28 10/28/2021 4.00 8.00 12.57 Lab C 28 10/28/2021 4.00 8.00 12.57 Lab D 28 10/28/2021 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: 10 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Bernard Connaughton Report Date: 10/08/2021 Client: PMA Date of Sampling: 09/30/2021 Lab Log No.: 16403 (3358-3359) Reviewed by: CJ Martens 10/08/2021 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 Contractor: Marguerite Set: 2 of 2 Truck #: 59 Design Strength (psi): 3,500 @28 days Ticket#: 31952 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 Auditorium Stage Walls,A-6-S,Footings B-14-S.1-B.14-T.2, Isolated Footings B-11-S1,B Location when sampled: B14-S.1 Footing Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 72 50-90 Slump or Spread (in.): 6.0 4-6 Unit Wt (#cu ft): 145.2 143.1 Air Temperature (ºF): 60 >40 Air Content (%): 5.5 4.5-7.5 Time Sampled: 1:15 PM Aggregate Size (in): 3/4 3/4 Batch Time: 12:40 PM Time in Truck: 35 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 10/06/2021 Technician that received: Henry Sores Test # Age of Test (Days) Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs) Compressive Strength (psi) Type of Fracture A 7 10/07/2021 Matasem Nabulsi 4.00 8.00 12.57 Lab 34,417 2,740 psi Type 2 B 28 10/28/2021 4.00 8.00 12.57 Lab C 28 10/28/2021 4.00 8.00 12.57 Lab D 28 10/28/2021 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: 5 Laboratory Compression Test (4x8) Project Name: Dennis Yarmouth Middle School Permit No.: Project No.:5951 Sampled by: Arsene Ntwali Report Date: 10/08/2021 Client: PMA Date of Sampling: 08/10/2021 Lab Log No.: 15795 Reviewed by: CJ Martens 10/08/2021 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 @56 days Ticket#: 31339 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 Building C and B Location when sampled: C18/E Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 71 50-90 Slump or Spread (in.): 5.75 4-6 Unit Wt (#cu ft): 144.7 143.1 Air Temperature (ºF): 70 >40 Air Content (%): 5.7 4.5-7.5 Time Sampled: 7:45 AM Aggregate Size (in): 3/4 N/A Batch Time: 7:00 AM Time in Truck: 45 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 08/11/2021 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 08/17/2021 Max Nabulsi 4.00 8.00 12.57 Lab 37,275 2,970 psi Type 5 B 28 09/07/2021 Henry Soares 4.00 8.00 12.57 Lab 42,705 3,400 psi Type 2 C 56 10/05/2021 Henry Soares 4.00 8.00 12.57 Lab 44,202 3,520 psi Type 2 D 56 10/05/2021 Henry Soares 4.00 8.00 12.57 Lab 43,062 3,430 psi Type 2 E 56 10/05/2021 Henry Soares 4.00 8.00 12.57 Lab 46,004 3,660 psi Type 5 MEETS DESIGN STRENGTH 56 Day Avg.:3,540 psi Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day Indication Compression Test; 56-Day Average met the design strength.