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Home My WebLink AboutREPORT - 17-00145 - 366 Dividend Dr - Monkey Bars - AdditionMATERIALS 5/30/2017 HIGH STRENGTH BOLTING REPORT Page 2of2 TESTING & INSPECTION rpt001hsb ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Date: 5/23/2017 MTI File #: E170083c Project Name: Monkey Bars, 366 Dividend Drive Contractor: Steel Vision Permit #: Inspector: Josh Clark Weather: Sunny Project Specifications General Conditions ❑ Snug Tight only 0 Faying surfaces flush and in full contact ID Full Tension/Slip Critical ❑ Faying surfaces free from paint, oil, etc. El Turn -of -the -Nut method ❑ Visually monitored turn -of -the -nut method ❑ Calibrated Wrench method El Verified installation equipment and bolts using ❑ Direct Tension Indicators Skidmore -Wilhelm tension measuring device ❑ Load -Indicating Washers ❑ Applied Inspection torque of ❑ Twist -Off -Bolts ("Lejune" bolts) ft/lbs to diameter bolts Bolt Type ft/lbs to diameter bolts ID ASTM A-325 ❑ Visually inspected twist -off bolts ❑ ASTM A-490 ❑ Washers at slotted holes under turned element ❑ Other (specify): ❑ Inspected load -indicating washers with feeler gauge to: ❑ 0.015" Bolt Size ❑ 0.005" Diameter: 3/4 Length: 2.5" ❑ Other: Diameter: 1 Length: 3.511 0 Verified a minimum of 2 bolts per connection Diameter: 1.25" Length: 511 or 10% of all bolts ❑ Other (specifiy): Washer Specifications Location(s): ❑ Hardened washers Whole building ❑ Plate washers EI None required Reference Drawing Sheet and Detail, and Approved RFI: Work Inspected was: ID in compliance ❑ except as noted ❑ reinspection/retesting required Remarks: Bolts verified snug -tight. Connections are ready for final 1/3 turn to be completed and verified at a later date [3This Report is Preliminary. A preliminary report is provided solely as evidence that field Inspector: observation was performed. Observations and/or conclusions and/or 5/23/2017 recommendations conveyed in the final report may vary from and Date: shall take precedence over those indicated in a preliminary report. OThis Report is Final. A final report is an instrument of professional service. Any Reviewed by:5/30/2017 conclusions drawn from this report should be discussed with and Ddte: evaluated by the professional involved. NOTICE: Our firm's professionals are represented on site solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representatives do not relieve any contractor from its obligation to meet contractural requirements. No one except our client may rely on our findings and opinions. The contractor retains sole responsiblity for site safety and the methods, operations, and sequences of construction. Idaho Montana Nevada Oregon Utah Washington Wyoming Contractor Initials: mti@mti-id.com • www.mti-id.com Rev. May 2016 MATERIALS 5/30/2017 6 TESTING &HIGH STRENGTH BOLTING REPORT Page 2of2 rpt00lswe INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Date: 5/23/2017 Contractor: Steel Vision Inspector: Josh Clark Project Specifications MTI File #: E170083c ❑ Snug Tight only 0 Full Tension/Slip Critical 0 Turn -of -the -Nut method ❑ Calibrated Wrench method ❑ Direct Tension Indicators ❑ Load -Indicating Washers ❑ Twist -Off -Bolts ("Leju ne" bolts) Bolt Type 0 ASTM A-325 ❑ ASTM A-490 ❑ Other (specify): Bolt Size Diameter: 3/4 Length: 2.5" Diameter: 1 Length: 3.5" Diameter: 1.25" Length: 511 Washer Specifications ❑ Hardened washers ❑ Plate washers 0 None required Reference Drawing Sheet and Detail, and Approved RFI: Project Name: Monkey Bars, 366 Dividend Drive Permit #: Weather: Sunny General Conditions 0 Faying surfaces flush and in full contact ❑ Faying surfaces free from paint, oil, etc. ❑ Visually monitored turn -of -the -nut method 0 Verified installation equipment and bolts using Skidmore -Wilhelm tension measuring device ❑ Applied Inspection torque of ft/lbs to diameter bolts ft/lbs to diameter bolts ❑ Visually inspected twist -off bolts ❑ Washers at slotted holes under turned element ❑ Inspected load -indicating washers with feeler gauge to: ❑ 0.015" ❑ 0.005" ❑ Other: 0 Verified a minimum of 2 bolts per connection or 10% of all bolts ❑ Other (specifiy): Location(s): Whole building Work Inspected was: 0 in compliance ❑ except as noted ❑ reinspection/retesting required Remarks: Bolts verified snug -tight. Connections are ready for final 1/3 turn to be completed and verified at a later date Inspector: *aA Date: 5/23/2017 E3This Report is Preliminary. A preliminary report is provided solely as evidence that field observation was performed. Observations and/or conclusions and/or recommendations conveyed in the final report may vary from and shall take precedence over those indicated in a preliminary report. OThis Report is Final. A final report is an instrument of professional service. Any Reviewed by: Date: 5/30/2017 conclusions drawn from this report should be discussed with and evaluated by the professional involved. NOTICE: Our firm's professionals are represented on site solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representatives do not relieve any contractor from its obligation to meet contractural requirements. No one except our client may rely on our findings and opinions. The contractor retains sole responsiblity for site safety and the methods, operations, and sequences of construction. Idaho Montana Nevada Oregon Utah Washington Wyoming Contractor Initials: mti@mti-id.com • www.mti-id.com Rev. May 2016 MATERIALS 5/30/2017 HIGH STRENGTH BOLTING REPORT Page 2of2 TESTING & INSPECTION rpt001swe ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Date: 5/23/2017 MTI File #: E170083c Project Name: Monkey Bars, 366 Dividend Drive Contractor: Steel Vision Permit #: Inspector: Josh Clark Weather: Sunny Project Specifications General Conditions ❑ Snug Tight only ID Faying surfaces flush and in full contact El Full Tension/Slip Critical ❑ Faying surfaces free from paint, oil, etc. El Turn -of -the -Nut method ❑ Visually monitored turn -of -the -nut method ❑ Calibrated Wrench method El Verified installation equipment and bolts using ❑ Direct Tension Indicators Skidmore -Wilhelm tension measuring device ❑ Load -Indicating Washers ❑ Applied Inspection torque of ❑ Twist -Off -Bolts ("Lejune" bolts) ft/lbs to diameter bolts Bolt Type ft/lbs to diameter bolts O ASTM A-325 ❑ Visually inspected twist -off bolts ❑ ASTM A-490 ❑ Washers at slotted holes under turned element ❑ Other (specify): ❑ Inspected load -indicating washers with feeler gauge to: ❑ 0.015" Bolt Size ❑ 0.005" Diameter: 3/4 Length: 2.5" ❑ Other: Diameter: 1 Length: 3.511 El Verified a minimum of 2 bolts per connection Diameter: 1.25" Length: 511 or 10% of all bolts ❑ Other (specifiy): Washer Specifications Location(s): ❑ Hardened washers Whole building ❑ Plate washers EI None required Reference Drawing Sheet and Detail, and Approved RFI: Work Inspected was: 0 in compliance ❑ except as noted ❑ reinspection/retesting required Remarks: Bolts verified snug -tight. Connections are ready for final 1/3 turn to be completed and verified at a later date E3This Report is Preliminary. A preliminary report is provided solely as evidence that field Inspector: observation was performed. Observations and/or conclusions and/or Date' 5/23/2017 recommendations conveyed in the final report may vary from and shall take precedence over those indicated in a preliminary report. OThis Report is Final. A final report is an instrument of professional service. Any Reviewed by: Date 5/30/2017 conclusions drawn from this report should be discussed with and evaluated by the professional involved. NOTICE: Our firm's professionals are represented on site solely to observe operations of the contractor identified, to form opinions about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field representatives do not relieve any contractorfrom its obligation to meet contractural requirements. No one except our client may rely on our findings and opinions. The contractor retains sole responsiblity for site safety and the methods, operations, and sequences of construction. Idaho Montana Nevada Oregon Utah Washington Wyoming Contractor Initials: mti@mti-id.com • www.mti-id.com Rev. May 2016