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Home My WebLink AboutJ5951 Dennis Yarmouth Middle School WE 2022-01-28Summary Report #35 January 31, 2022 Attn: Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 Permit No.:BLD-21-006153 TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas January 24, 2022 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed structural masonry inspection. Mortar sample(s) obtained: (6) per set, (1) set(s), (6) total. See attached. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed structural masonry inspection for grout placement. Grout sample(s) obtained: (4) per set, (1) set(s), (4) total. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. January 25, 2022 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed concrete placement and sampling inspection. Concrete sample(s) obtained: (5) per set, (4) set(s), (20) total. See attached. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed reinforcing steel placement inspection. See attached. Enea Mushi reported to Mitch with PMA Consulting at the jobsite. Performed floor flatness and floor levelness inspection. See attached. The work observed was, to the best of Arsene's, Enea's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. January 26, 2022 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed structural masonry inspection for grout placement. Grout sample(s) obtained: (4) per set, (1) set(s), (4) total. See attached. Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed reinforcing steel placement inspection. See attached. TESTING INSPECTION ENGINEERING SW 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas Roney Nakhoul picked up (20) concrete cylinders and (4) grout samples from the jobsite. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. January 27, 2022 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. 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. January 28, 2022 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed structural masonry inspection. Mortar sample(s) obtained: (6) per set, (1) set(s), (6) total. Grout sample(s) obtained: (4) per set, (1) set(s), (4) total. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Reviewed by: Enea Mushi Project Manager 02-04-2022 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: Masonry CMU Block Placement Pg. 1 of 2 January 24, 2022 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 27°F Permit No. : BLD-21-006153 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of 12" units and rebar, #5 at 48” ” O.C. horizontal and #7 at 16” ” O.C. vertical, constructed with Amerimix 405/505C Type S mortar, 14 courses, wall(s) at Level 1, gridlines Building B Gymnasium K/b33. Work in progress. Reference details Submittal #042000-29.0, 042000-49.0, 042000-1.5D 3.0. S-1.13B. S-7.00.. Sampled mortar, Type S, 28-day design strength of 1800 psi, placed on Level 1 wall(s) at gridlines Building B Gymnasium K/b33, . Set No.Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 56 36 Gymnasium K/B33 6 1 set of Mortar for a total of 6 samples Additional Notes: Grout placed on CMU blocks on the north side of the gymnasium. Mortar used on the north east corner of the gymnasium. Rebar inspected as well. Area of placement was enclosed and heated. Plans Dated: 06/25/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 01-24-2022 Date Jillian Kass Staff Engineer 02-01-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas NYk TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Masonry Grout Placement Pg. 2 of 2 January 24, 2022 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 27°F Permit No. : BLD-21-006153 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of Grout, mix design #3000, 1-4WET PSI at 28 days, for the 12" CMU wall, high-lift height 14 courses. Cleanouts were used, cells are clean and acceptable. consolidated by mechanical vibration. wall(s) at Level 2 at gridlines Gymnasium J.7/b28-b30, J.7-L/ b33. Set No.Slump (in.)Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 NA 58 30 J.7/b29 4 1 set of Grout Box(s) for a total of 4 samples Referenced Details: 1-4WET Fine grout mix 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas NYk TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Concrete Placement and Sampling Pg. 1 of 1 January 25, 2022 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 40°F Permit No. : BLD-21-006153 Plans Dated: 08/26/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 01-25-2022 Date Jillian Kass Staff Engineer 02-02-2022 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, slab on grade at Building B (mix no. 3000DNA, design strength of 3000 psi at 28 days, specified slump from 5 to 9 in., specified air content from 0% to 3%, and 198 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 7.75 64 38 1.6 148.8 56 K/b23 5 6:42 AM 7:30 AM Silverback 2307 0 2 6.0 58 38 1.2 149.3 58 N/b21 5 8:34 AM 9:00 AM Silverback 2307 7 3 6.5 65 40 1.4 148.6 55 K/b18 5 9:37 AM 10:14 AM Silverback 2308 0 4 6.25 66 42 1.7 148.4 67 M.3/b17 5 10:26 AM 11:30 AM Silverback 3331 3 20 Total Additional Notes: Building slab on grade. Referenced Details: Mix Design 3000 DNA-3/4 Design Concrete 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 January 25, 2022 Time In: 07:00 Time Out: 08:00 Weather: Sunny Temperature: 40°F Permit No. : BLD-21-006153 Plans Dated: 09/07/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 01-25-2022 Date Jillian Kass Staff Engineer 02-02-2022 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 slab on grade at Building B gridlines K-N/B17-23. Work complete. Reference detail R-05. Reinforcing Steel and Anchor Bolts YN YN Rebar Installed Per Approved Details ✓General Notes And Typical Details Reviewed ✓ Rebar The Proper Size ✓Rebar The Proper Type/grade ✓ Rebar Spacing Acceptable ✓Min Clearances Achieved Around Rebar ✓ Min Lap Splice Lengths Achieved ✓Additional Required Rebar Has Been Placed ✓ TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Enea Mushi Inspection Type: Floor Flatness and Floor Levelness Pg. 1 of 1 January 25, 2022 Time In: 15:30 Time Out: 20:30 Time In: 14:00 Time Out: 15:30 Time In: 20:30 Time Out: 21:45 Weather: Sunny Temperature: 30°F Permit No. : BLD-21-006153 Plans Dated: 01/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Enea Mushi Inspector 01-25-2022 Date Jillian Kass Staff Engineer 01-26-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Enea Mushi reported to Mitch with PMA Consulting at the jobsite. Performed floor flatness and floor levelness testing on Slab on Slab on Grade at Line B12-B24, Row H-P placed on 01-25-2022, per ASTM E 1155-96 (2008) specifications. Floor flatness (FF) requirement: 35; floor flatness (FF) local minimum requirement: 24; and floor levelness (FL) requirement: 25. FF measurements met local minimum requirements. FL measurements met local minimum requirements. x TESTING x INSPECTIONxENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 423-3428 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office January 25, 2022 PMA Consultants Attn: Mitch Miller 296 Station Ave South Yarmouth MA 02664 Job No.: 5951 Job Name: Dennis Yarmouth Middle School Permit #: BLD-21-006253 Dear Mr. Miller, In accordance with your authorization, floor flatness tests were performed on the Slab on metal deck, Ground Floor Part B, Line B12-B24, Row H-P.9, for the concrete placement on 11/30/2021. An Allen Face and Company D-Meter Model 1610, S/N 0324 was used. Measurements were performed in general accordance with ASTM E1155 – 2008 and Project Manual, Section 033000 Cast-in-Place Concrete. Summary of the test performed is outlined below Overall Location Ground Level– Part B Section (Approximate grid lines) Line B12-B24, Row H-P Date Measured 11/30/2021 Measured Section Area 13,000 sq. ft. Type of Run Selection Perpendicular Measured FF 34.3 Measured FL 25 The measured FF this placement is 34.3 Attached are the sketches of runs measured, project summary and section summaries. If you have any inquiries or require additional information, please contact our office. ______________________________________________ Enea Mushi Senior Project Manager x TESTING x INSPECTIONxENGINEERING 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax 9070 Center Avenue, Rancho Cucamonga, CA 91730 | (909) 587-6374 office 54-21 73rd Place, Maspeth, NY 11378 | (516) 787-3333 office 13707 Cimarron Avenue, Suite B, Gardena, CA 90249 | (424) 270-9791 office TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Masonry Grout Placement Pg. 1 of 1 January 26, 2022 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 38°F Permit No. : BLD-21-006153 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of Grout , mix design #3000, 1/4-WET Grout mix PSI at 28 days, for the 12" CMU wall, high-lift height 18 courses. Cleanouts were used, cells are clean and acceptable. consolidated by mechanical vibration. wall(s) at Level 1 at gridlines Building B Gymnasium J.7/b28-b30, J.7-L/ b33. Set No.Slump (in.)Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 56 38 J.7/b29 4 1 set of Grout Box(s) for a total of 4 samples Referenced Details: 1-4WET Fine grout mix Additional Notes: Grout placed on CMU blocks on the north and East side of the gymnasium. Mortar used on the north east corner of the gymnasium. Rebar inspected as well. Area of placement was enclosed and heated. Plans Dated: 06/25/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 01-26-2022 Date Jillian Kass Staff Engineer 01-28-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas NYk TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Reinforcing Steel Placement Pg. 1 of 1 January 26, 2022 Time In: 07:00 Time Out: 08:00 Weather: Sunny Temperature: 38°F Permit No. : BLD-21-006153 Plans Dated: 09/07/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 01-26-2022 Date Jillian Kass Staff Engineer 02-02-2022 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: J.7/b28-b30, J.7-L/ b33. Work complete. Reference detail S-2.03. 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 ✓ 'DLO\3LFN8S5HSRUW -RE1XPEHU3URMHFW1DPH )HQDJK 5HSUHVHQWDWLYH'DWH &\OLQGHUV 6KRWFUHWH *URXW 0RUWDU *URXW&XEHV 3ULVPV 37&DEOHV )LUHSURRILQJ6DPSOHV 6RLO6DPSOHV 5HEDU6DPSOHV 6WHHO3ODWHV 2WKHU $GGLWLRQDO&RPPHQWV -RE6LWH6KRS %DWFK 3ODQW4XDUU\2WKHUBBBBBBBB &XUH%R[7HPSBBBBBB+LJK/RZ7HPSBBBBBBBB2XWVLGH7HPSBBBBBB ĞŶŶŝƐzĂƌŵŽƵƚŚDŝĚĚůĞ^ĐŚŽŽůϱϵϱϭ ZŽŶĞǇEĂŬŚŽƵů ϬϭͬϮϲͬϮϬϮϮ ■ ϮϬ ϰ E TESTING INSPECTION ENGINEERING Soils Observation FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali January 27, 2022 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 28°F Permit No. : BLD-21-006153 Plans Dated: 09/23/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 01-27-2022 Date Jillian Kass Staff Engineer 01-31-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed observation of earthwork activities. No samples taken. Additional Notes: Observed placement and compaction of stones in the auditorium: P-N.4/b3-b9. Bedding sand was used to cover electric conduit. A plate compactor was used to compact the stone to the finish grade 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 January 27, 2022 Time In: 11:00 Time Out: 12:00 Weather: Sunny Temperature: 28°F Permit No. : BLD-21-006153 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: Arsene Ntwali Inspector 01-27-2022 Date Jillian Kass Staff Engineer 02-02-2022 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 J.7/b25-b31. Work in progress. Reference detail R-2.03. 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 ✓ TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Masonry CMU Block Placement Pg. 1 of 2 January 28, 2022 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 36°F Permit No. : BLD-21-006153 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of 12" units and rebar, #5 at 48” ” O.C. horizontal and #7 at 16” ” O.C. vertical, constructed with Amerimix 405/505C Type S mortar, 21 courses, wall(s) at Level 1, gridlines J.7/b29-31. Work in progress. Reference details Submittal #042000-29.0, 042000-49.0, 042000-1.5D 3.0. S-1.13B. S-7.00.. Sampled mortar, Type S, 28-day design strength of 1800 psi, placed on Level 1 wall(s) at gridlines J.7/b29-31, . Set No.Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 58 36 J.7/b30 6 1 set of Mortar for a total of 6 samples Additional Notes: Grout placed on CMU blocks on the East side of the gymnasium. Mortar used on the north side of the gymnasium. Area of placement was enclosed and heated. Plans Dated: 06/25/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 01-28-2022 Date Jillian Kass Staff Engineer 01-31-2022 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas NYk TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Masonry Grout Placement Pg. 2 of 2 January 28, 2022 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 36°F Permit No. : BLD-21-006153 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of Grout, mix design #3000, 1-4WET PSI at 28 days, for the 12" CMU wall, high-lift height 22 courses. Cleanouts were used, cells are clean and acceptable. consolidated by mechanical vibration. wall(s) at Level 1 at gridlines L.5-N.7/b33. Set No.Slump (in.)Mix Temp (°F)Air Temp (°F)Location Qty. of Samples 1 NA 70 36 M.3/b33 4 1 set of Grout Box(s) for a total of 4 samples Referenced Details: 1-4WET Fine grout mix 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas NYk 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 psi6 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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%YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 = psi 9 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% : Lab Log No.: 15860 (3024)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 = 3,920 psi Set 1 = 4,020 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)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 = 3,510 psi Set 1 = 3,630 psi Set 1 = 3,660 psi11 9/9/2021 Level 1 Footing: M.5/b17 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.: 16132 (3175)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 = 4,050 psi Set 1 = 4,240 psi12 9/10/2021 Level 1 Footing: L.9/b2 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.: 16133 (3176)YMargueriteTuesday, January 18, 2022 12:53 PMEOR 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 = 4,060 psi 13 8/13/2021 Level 1 Footings at Building B: Set # 1 P.1/b33 Set # 2 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% ; Lab Log No.: 15745 (2945-2946)YMargueriteTuesday, January 18, 2022 12:53 PMEOR to Advise 7 day break 08/20/2021 Set 2 = 2,320 psi 28 day break 09/10/2021 Set 1 = 3,460 psi Set 1 = 3,510 psi Set 2 = 2,840 psi 56 day break 10/08/2021 Set 1 = 3,760 psi Set 1 = 3,850 psi Set 2 = 3,260 psi Set 2 = 3,030 psi Set 2 = 3,150 psi Set 2=3,260 psi14 8/17/2021 Level 1 Footings at Building B: S.1/b27Arsene 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.: 15745 (2945-2946)YMargueriteTuesday, January 18, 2022 12:53 PMEOR to Advise 7 day break 08/24/2021 Set 1 = 2,510 psi 28 day break 09/14/2021 Set 1 = 3,280 psi Set 1 = 3,430 psi 56 day break 10/12/2021 Set 1 = 4,070 psi Set 1 = 4,110 psi 15 9/23/2021 Level 1 Footings at Building B: P7/a18Arsene NtwaliLow break: Mix Desing 5000D, design strength of 5,000 psi at 28 days, specified slump from 5 to 8 in., specified air content from 4% to 7% ; Lab Log No.: 16288 (3264)YMargueriteTuesday, January 18, 2022 12:53 PMEOR to Advise 7 day break 09/30/2021 Set 1 = 3,510 psi 28 day break 10/21/2021 Set 1 = 4,470 psi 56 day break 11/18/2021 Set 1 = 4,880 psi Set 1 = 5,120 psi Set 1 = 5,210 psi 16 11/2/2021 Level 1 Slab at Building D: Line A-D1, Row D1-before D16 Enea Mushi Measured Floor Flatness, Levelness (34.7 and 18.3) did not meet overall project requirement (35 and 25) N MargueriteTuesday, January 18, 2022 12:53 PMEOR to Advise 17 9/27/2021 Level 1 Wall at Q-P.7/a18, a18-24/WD17 : Sampled @ N.4/b5Arsene NtwaliLow break: Mix Desing 5000D, design strength of 5,000 psi at 28 days, specified slump from 5 to 8 in., specified air content from 4% to 7% ; Lab Log No.: 16339 (3323)YMargueriteTuesday, January 18, 2022 12:53 PMEOR to Advise 7 day break 10/04/2021 Set 1 = 3,510 psi 28 day break 10/25/2021 Set 1 = 4,170 psi 56 day break 11/22/2021 Set 1 = 4,700 psi 90 day break 12/26/2021 Set 1 = psi Set 1 = psi 18 12/16/2021Level 1, area A @ S.1-S.5/b11 bottoms only: Level 16 @ K.9-N/b33 steel girts: Level low roof/high roof @ N.9-K/b1, K/b1-b22,L+P.7/a17-b21, LP.7/a17+b21, V-V.9/a15, W/a1-a14, W-V/a1, V/a1-a2, V-U/a2Tony ParadisWPSs not available for review for Stellar Steel Erectors or United Steel. Stellar Steel Used FCAW process in the 2F, 4F, 2G and 3G possitions. United Steel used the SMAW process in the 2F possition. rnWPQRs recieved for Stellar Steel Erectors show no welders qualified for FCAW welds in the 4F or 3G positions.N PMA EOR to Advise 19 12/17/2021 top and bottom plates Tony ParadisContractor has failed to maintain 3/4" minimum distance from screw to edge of light gauge surfaces as called for in General Note 4 on SK-3.N PMA EOR to Advise 20 12/18/2021 Level 1 Metal pan stairs at Building DTony ParadisLow Break : Mix #: 4000DGRNA : Slump 5-9 air 0-3 Design Strength (psi): 4,000 @28 days : Lab Log No.: 17282 (3681)NPMAEOR to Advise 7 day break 11/25/2021 Set 1 = 2,060 psi 28 day break 12/16/2021 Set 1 = 2,580 psi 56 day break 01/13/2022 Set 1 = psi 21 12/21/2021 locations at building A and B Blake MullensThe items as listed herein have not been accomplished in accordance with the approved documents, plans and specifications: No. 10 screw missing at inside leg of track connections. Contractor to install inside leg no 10 screws with lift access. Pins at typical parapet detail within this area not spaced properly. Pins installed at random locations instead of 5 pins within top 2" and 4 pins within bottom 2".NPMAEOR to Advise 22 1/10/2022 Level 1, gridlines P.1-J.1/B.33Abdulwahab AbulgasemCMU blocks the Vertical #7 by 16” not reaching overlap requirements, and may getting conflict with other structures as going up.Y PMA 1/13/2022 EOR to Advise 23 11/8/2021 Level 2 Salb on metal deck at Building C: E/C4 Arsene NtwaliLow Break : Mix #: 4000DGRNA : Slump 5-9 air 0-3 Design Strength (psi): 4,000 @28 days : Lab Log No.: 16995NPMAEOR to Advise 7 day break 11/15/2021 Set 1 = 2,880 psi 28 day break 12/06/2021 Set 1 = 3,820 psi 56 day break 01/03/2022 Set 1 = 4,160 psi Set 1 = 4,250 psi Set 1 = 4,300 psi 24 12/2/2021 Building C : F-G/C7-9 Arsene NtwaliLow Break : Mix #: 3000DNA : Slump 5-9 air 0-3 Design Strength (psi): 3,000 @28 days : Lab Log No.: 17226 (3735)NPMAEOR to Advise 7 day break 12/09/2021 Set 1 = 1,290 psi 28 day break 12/30/2021 Set 1 = 1,720 psi 56 day break 01/27/2022 Set 1 = 1,780 psi 90 day break 03/2/2022 Set 1 = psi 25 12/7/2021 Building C : F-G/C7-9 Arsene NtwaliLow Break : Mix #: 3000DNA : Slump 5-9 air 0-3 Design Strength (psi): 3,000 @28 days : Lab Log No.: 17374 (3800)NPMAEOR to Advise 7 day break 12/14/2021 Set 1 = 1,200 psi 28 day break 01/04/2021 Set 1 = 1,800 psi 56 day break 02/01/2022 Set 1 = psi Set 1 = psi 26 1/19/20221-P/A.10 Low roof mediacenter 2-P/A.12 Lowroof mediacenter 3-A5/W Foundation planARoney NakhoulCohesion/Adhesion of SFRM Applied to Structural Members failure: Fireproofing material is not adhering to the glue. Noted that material was wet to touch and 2 samples takenN PMA EOR to Advise 27 11/16/2021 Building A : N/b20, A5/S Arsene Ntwali Grout, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17087 (3651) N PMAEOR to Advise 7 day break 11/23/2021 Set 1 = 2,300 psi 28 day break 12/14/2021 Set 1 = 2,660 psi 56 day break 01/11/2022 Set 1 = 3,300 psi Set 1 = 3,330 psi 28 11/18/2021 Building A :T.1/A7 Arsene Ntwali Grout, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17119 (3678)YPMAMonday, January 31, 2022 8:47 AMEOR to Advise 7 day break 11/25/2021 Set 1 = 1,830 psi 28 day break 12/16/2021 Set 1 = 2,290 psi 56 day break 01/13/2022 Set 1 = 2,450 psi 90 day break 02/16/2022 Set 1 = psi 29 11/18/2021 Building D: T.1/A7 Arsene Ntwali Concrete, low break: Design Strength (psi): 4,000 @28 days, Lab Log No.: 17282 (3681) N PMAEOR to Advise 7 day break 11/25/2021 Set 1 = 2,060 psi 28 day break 12/16/2021 Set 1 = 2,580 psi 56 day break 01/13/2022 Set 1 = 3,220 psi 90 day break 02/16/2022 Set 1 = psi Set 1 = psi 30 11/22/2021 Building A : T.1/A6 Arsene Ntwali Concrete, low break: Design Strength (psi): 3,000 @28 days, Lab Log No.: 17197 (3728) N PMAEOR to Advise 7 day break 11/29/2021 Set 1 = 1,720 psi 28 day break 12/20/2021 Set 1 = 2,310 psi 56 day break 01/17/2022 Set 1 = 2,370 psi 90 day break 02/20/2022 Set 1 = psi Set 1 = psi 31 12/27/2021 Level 2, L-K.8/b21-b22 Eric Pitman Grout, low break: Design Strength (psi): 2,500 @28 days: Lab Log No.: 17890 (4010) N PMAEOR to Advise 32 day break 01/28/2022 Set 1 = 1,190 psi 56 day break 02/21/2022 Set 1 = psi Set 1 = psi Set 1 = psi Status: Work-in-ProgressLegend:Status: ClosedStatus: Open TESTING INSPECTION ENGINEERING Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Arsene Ntwali Report Date: 01/27/2022 Client: PMA Consultants, LLC Date of Sampling: 12/02/2021 Lab Log No.: 17226 (3735) Reviewed by: Edmychael Colon, Lab Manager 01/27/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: Spec Mix Supplier: Girard & Co. Contractor: Lighthouse Masonry, Inc. Set: 1 of 1 Truck #: N/A Design Strength (psi): 3,000 @28 days Ticket#: N/A Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Wall Location: Onsite Location for overall pour: Location when sampled: Building C Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 47 >40 Air Content (%): N/A N/A Time Sampled: Aggregate Size (in): N/A N/A Batch Time: Time in Truck: <90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 12/06/2021 Technician that received: WC Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 12/09/2021 Kevin Noel 3.36 3.43 6.87 11.53 14,823 1,290 psi B 28 12/30/2021 Kevin Noel 3.35 3.37 6.74 11.29 19,378 1,720 psi C 56 01/27/2022 Luis Soto Soldevilla 3.44 3.41 6.81 11.73 20,856 1,780 psi D 90 03/02/2022 FAILS TO MEET DESIGN STRENGTH 56 Day Avg.:1780 Remarks: Received Sample Condition: Acceptable and/or Satisfactory. Low 28-Day indication test result. Specimens C & D will be tested at 56-Days. TESTING INSPECTION ENGINEERING Field Number: 4 Masonry Grout Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Eric Pittman Report Date: 01/28/2022 Client: PMA Consultants, LLC Date of Sampling: 12/27/2021 Lab Log No.: 17890 (4010) Reviewed by: Jillian Kass, Staff Engineer 01/28/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: Spec Mix Supplier: Bag Mix Contractor: Commodore Set: 1 of 1 Truck #: N/A Design Strength (psi): 2,500 @28 days Ticket#: N/A Sample Material/Shape: ASTM C1019 Compressive Testing of Masonry Grout (Grout Box)Type of Structure: Elevator shaft Location: Onsite Location for overall pour: Location when sampled: L-K.8/b21-b22 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): >40 Air Content (%): N/A N/A Time Sampled: Aggregate Size (in): N/A N/A Batch Time: Time in Truck: <90 Mins <90 Mins Information supplied by Laboratory Technician Date Received: 01/27/2022 Technician that received: MN Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 32 01/28/2022 Max Nabulsi 3.34 3.39 6.53 11.32 13,443 1,190 psi B 56 02/21/2022 C 56 02/21/2022 D 56 02/21/2022 32 Day Avg.:1190 Remarks: TESTING INSPECTION ENGINEERING Field Number: 6 Masonry Mortar Compression Test Project Name: Dennis Yarmouth Middle School Permit # : BLD-21-006153 Project No.:5951 Sampled by: Bernard Connaughton Report Date: 01/28/2022 Client: PMA Consultants, LLC Date of Sampling: 01/21/2022 Lab Log No.: 17913 Reviewed by: Edmychael Colon, Lab Manager 01/28/2022 Date ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C1019, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39. Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of itemstested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.Pg. 1 of 1 Information provided by Field Technician Mix #: Type S Supplier: Amerimix Contractor: Lighthouse Set: 1 of 1 Truck #: N/A Design Strength (psi): 1,800 @28 days Ticket#: N/A Sample Material/Shape: ASTM C780 A7.6 Compressive Testing of Masonry Mortar (2x4)Type of Structure: wall Location: Onsite Location for overall pour: Location when sampled: Gymnasium, Line J.7-b30-b31, J.7-b25-b29 Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 56 50-90 Slump (in.): N/A N/A Unit Wt (#cu ft): N/A Air Temperature (ºF): 26 >40 Air Content (%): N/A N/A Time Sampled: 9:45 AM Aggregate Size (in): N/A N/A Batch Time: 9:30 AM Time in Truck: 15 minutes <90 Mins Information supplied by Laboratory Technician Date Received: 01/28/2022 Technician that received: JK Test #Age of Test (Days)Date Technician Dimensions (inch) X-section Total Load (lbs)Strength (psi)Width Width Height Area (in²) A 7 01/28/2022 Max Nabulsi 1.98 1.99 1.97 3.94 5,002 1,270 psi B 7 01/28/2022 Max Nabulsi 1.98 1.98 1.96 3.92 5,113 1,300 psi C 7 01/28/2022 Max Nabulsi 1.98 1.98 1.96 3.92 5,500 1,400 psi D 28 02/18/2022 E 28 02/18/2022 F 28 02/18/2022 7 Day Avg.:1320 Remarks: Received Sample Condition: Acceptable and/or Satisfactory