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Home My WebLink AboutJ5951-13 Dennis Yarmouth Middle School WE 2021-08-27Summary Report #13 August 30, 2021 Job No: 5951 Job Name:Dennis Yarmouth Middle School 296 Station Ave South Yarmouth, MA 02664 Application No.: TESTING INSPECTION ENGINEERING JF 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York August 23, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Arsene Ntwali 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. August 24, 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 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. August 25, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. James Descoteaux picked up (10) concrete cylinders from the jobsite. August 26, 2021 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. No Samples Taken. See attached. Arsene Ntwali 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 TESTING INSPECTION ENGINEERING JF 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York workmanship. August 27, 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, (2) set(s), (10) total. See attached. Arsene Ntwali performed soils compaction testing. No Samples Taken. See attached. The work observed was, to the best of Arsene's knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Laboratory test results are enclosed if testing was done during the period covered by this report. Limitations: These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Reviewed by: Joe Francisco Field Supervisor 09-03-2021 Date Technical Contact: Bruce Tie, Engineering Manager (btie@fenaghengineering.com) Administrative Contact: Andrew Kelley (akelley@fenaghengineering.com) TESTING INSPECTION ENGINEERING Soils Compaction FET Project #: 5951 Project Name: Dennis Yarmouth Middle School TAA #: NA Inspection Address: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali August 23, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 80°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 08-23-2021 Date Enea Mushi Project Manager 08-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Proof roller, sheep’s foot, excavator , Dozer. No samples taken. Density Std (DS): 2522 Moisture Std (MS): 477 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Import: General Location of Fill: Building C, Waterline Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Proof roller, sheep’s foot Excavation: excavator Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture R.B.O Structural fill 1 15408 130.7 7.9 Loose glacial 2 S774 115.8 10 Test#Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 H/c9 6 -2 TOW 1 125.5 4.1 96 Pass 2 H/c9 6 -1 TOW 1 125.1 4.4 96 Pass 3 Waterline 6 23 2 109.5 4.5 95 Pass 4 Waterline 6 24 2 109.8 4.0 95 Pass 5 Waterline 6 24 2 110.2 3.7 95 Pass TESTING INSPECTION ENGINEERING Project No: 5951 Project Name: Dennis Yarmouth Middle School Project Location: 296 Station Ave, South Yarmouth, MA, 02664 Fenagh Representative: Arsene Ntwali Inspection Type: Reinforcing Steel Placement Pg. 1 of 1 August 23, 2021 Time In: 11:00 Time Out: 12:00 Weather: Sunny Temperature: 80°F Permit No. : Plans Dated: 06/11/2021 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 08-23-2021 Date Enea Mushi Project Manager 08-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Additional Notes: Wall: K-P/b24, b24-33/P, N-P.1/b33 Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 wall(s) at K- P/b24, b24-33/P, N-P.1/b33. Work complete. Reference detail Sheet R008, R007. Reinforcing Steel and Anchor Bolts Y N Y N 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 August 24, 2021 Time In: 07:00 Time Out: 09:00 Weather: Sunny Temperature: 75°F Permit No. : Plans Dated: 05/19/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 08-24-2021 Date Enea Mushi Project Manager 08-30-2021 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 K-P/b24, b24-33/P, N-P.1/b33 (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 50 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Pump truck. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 5.5 72 75 5.75 144.1 53 N.4/b33 5 7:00 AM 7:42 AM Marguerite 3151 6 5 Total Additional Notes: Wall: K-P/b24, b24-33/P, N-P.1/b33 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 August 24, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 75°F Permit No. : Plans Dated: 03/26/2021 Conformance: The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship. Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Evenwith diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff,therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below. Reviewed by: Arsene Ntwali Inspector 08-24-2021 Date Enea Mushi Project Manager 08-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Proof roller, sheep’s foot, excavator , Dozer. No samples taken. Density Std (DS): 2493 Moisture Std (MS): 465 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: Import: General Location of Fill: Building C and D , Waterline Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Proof roller, sheep’s foot Excavation: excavator Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture R.B.O Structural fill 1 15408 130.7 7.9 Loose glacial 2 S774 115.8 10 Test#Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 Elevator pit 6 -2 TOW 1 124.4 4.1 95 Pass 2 G/c11 6 24 1 125.0 4.2 96 Pass 3 A/d2 6 -3 TOW 2 109.9 4.0 95 Pass 4 A/d2 6 -2 TOW 2 109.7 4.9 95 Pass 5 Waterline 6 20 2 110.6 3.6 96 Pass 6 Waterline 6 21 2 111.0 4.2 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 August 25, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 80°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 08-25-2021 Date Enea Mushi Project Manager 08-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Proof roller, plate compactor , excavator , Dozer. No samples taken. Density Std (DS): 2544 Moisture Std (MS): 479 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: Import: General Location of Fill: Exterior Building D, Waterline Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Proof roller, plate compactor Excavation: excavator Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture Loose glacial 1 S774 115.8 10 Test#Test Location Probe Depth (in) Test Elev. (ft) Ref. Curve Used Test Dry Density (lbs/cu. ft.) Test Moisture (%) Compaction (95%) (%) Comments 1 B/d2 6 -3 TOW 1 109.6 4.6 95 Pass 2 C/d1 6 -2 TOW 1 110.0 4.0 95 Pass 3 C/d1 6 -1 TOW 1 110.2 3.5 95 Pass 4 Waterline 6 24 1 111.7 4.3 96 Pass 5 Waterline 6 24 1 110.8 3.9 96 Pass Daily Pick Up Report Job Number: Project Name: Fenagh Representative: Date: Cylinders Shotcrete Grout Mortar Grout Cubes Prisms PT Cables Fireproofing Samples Soil Samples Rebar Samples Steel Plates Other Additional Comments: Job Site Shop Batch Plant/Quarry Other: ________ Cure Box Temp: ______ High/Low Temp: ________ Outside Temp: ______ Dennis-Yarmouth MS 5951 James Descoteaux 08/25/2021 n 73 81 10 NA 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 August 26, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 79°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 08-26-2021 Date Enea Mushi Project Manager 08-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor, sheep’s foot, excavator , Dozer. No samples taken. Density Std (DS): 2544 Moisture Std (MS): 479 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: Import: General Location of Fill: Exterior Building D and C Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Plate compactor, sheep’s foot Excavation: excavator Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture Loose glacial 1 S774 115.8 10 RBO Structural fill 2 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 D.5/d8 6 - 2TOW 1 111.0 3.4 96 Pass 2 B/d1 6 -3 TOW 1 111.3 3.6 96 Pass 3 A/d2 6 -2 TOW 1 110.6 4.7 96 Pass 4 F/c2 6 -2 TOW 2 125.5 4.1 96 Pass 5 H/c3 6 -1 TOW 2 126.2 4.7 97 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 August 26, 2021 Time In: 11:00 Time Out: 12:00 Weather: Sunny Temperature: 79°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 08-26-2021 Date Enea Mushi Project Manager 08-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Additional Notes: Wall: B23/H.8-K, b15-23/K, H.8-K/b15, b26-33/S.1rnFoundation: b.3-b.1/K, K-S/a2, arch T-S Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Observed placement of reinforcing steel for L1 wall(s) at B23/H.8-K, b15-23/K, H.8-K/b15, b26-33/S.1. Work complete. Reference detail Sheet R015. Reinforcing Steel and Anchor Bolts Y N Y N 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 August 27, 2021 Time In: 07:00 Time Out: 10:00 Weather: Sunny Temperature: 84°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 08-27-2021 Date Enea Mushi Project Manager 08-30-2021 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 Wall: B23/H.8-K, b15-23/K, H.8-K/b15, b26-33/S.1 Foundation: b.3-b.1/K, K-S/a2, arch T-S (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 98 cubic yards placed). Monitored loads for mix no., slump, temp., and time limit. Prepared 4x8" cylinder test specimens sampled from Pump truck. Set No. Slump (in.) Mix Temp. (°F) Air Temp. (°F) Air Content (%) Unit Weight (pcf) Truck No.Location Qty. of Samples Batch Time Sample Time Subcontractor Ticket No. 1 5.75 70 84 5.5 144.7 53 P.4/b32 5 6:53 AM 7:50 AM Marguerite 3155 7 2 5.0 72 84 5.7 144.3 53 K/b2 5 9:09 AM 9:50 AM Marguerite 3156 3 10 Total Additional Notes: Wall: B23/H.8-K, b15-23/K, H.8-K/b15, b26-33/S.1rnFoundation: b.3-b.1/K, K-S/a2, arch T-S 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 August 27, 2021 Time In: 07:00 Time Out: 15:00 Weather: Sunny Temperature: 84°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 08-27-2021 Date Enea Mushi Project Manager 08-30-2021 Date 12 Tech Circle, Natick, MA 01760 | (617) 938-3774 office | (617) 344-0478 fax Southern California New England Arizona Texas New York Arsene Ntwali reported to Mitch Miller with PMA at the jobsite. Performed soils compaction testing. Equipment used was Plate compactor, sheep’s foot, excavator , Dozer. No samples taken. Density Std (DS): 2541 Moisture Std (MS): 476 Specified Compaction: 95% Soils Report prepared by: Fenagh Engineering Source of Fill: Native: Import: General Location of Fill: Building C and exterior D Nuclear Gauge: Humbolt HS-5001EZ 5200 calibration expiration date 02/2022 Soils Report Dated: 06-07-2021 Results Reported to: Mitch Miller Equipment Observed: Compaction: Plate compactor, sheep’s foot Excavation: excavator Earthwork: Dozer Description of material Reference CurveID Lab Log ID Max Dry Density(pcf)Optimum Moisture Loose glacial 1 S774 115.8 10 RBO Structural fill 2 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 D.5/c9 6 -3 TOW 1 110.6 4.2 96 Pass 2 D.5/c9 6 -2 TOW 1 110.8 3.9 96 Pass 3 D.3/c115 6 -2 TOW 1 109.8 4.0 95 Pass 4 D.3/c115 6 -1 TOW 1 110.0 4.6 95 Pass