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2102 ROSS AVE 2018-02-23
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2102 ROSS AVE 2018-02-23
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Last modified
2/23/2018 12:18:49 PM
Creation date
2/23/2018 12:18:24 PM
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Address Document
Street Name
ROSS AVE
Street Number
2102
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• <br /> 1141 <br /> • MCCLEAN IRON WORKS <br /> High-Strength Bolting Torque Testing Report <br /> Project Name: pock L_kUoC-\-\ MIW Job #: ,S5-! 7- <br /> Testing Performed By: kvtig PUCK/moo NuN Date: 20 <br /> Torque testing of High-Strength Bolts was performed in accordance to the latest edition of <br /> the RCSC Specification for Structural Joints Using High-Strength Bolts. Testing was <br /> performed with a calibrated Skidmore-Wilhelm Torque Tester SN # MZ18417. <br /> Type or Grade of high-strength bolt tested: ,2 � LJf tSi 1Z <br /> / I,,;1 �l <br /> Batch or Lot #: 200-712500W Bolt Diameter:`� -- <br /> + <br /> Bolt Length: <br /> 1st Bolt: 2 kips 2nd Bolt: Li kips 3rd Bolt: 3.5 kips Average: -3 '- kips <br /> Type or Grade of high-strength bolt tested: A32 6 1 LJNy\ D <br /> Batch or Lot#: 2-o t t©�� 06 Bolt Diameter:-3/L1 Bolt Length: z-- <br /> 1st Bolt: 1`1 kips 2nd Bolt: - 1 kips 3rd Bolt: ' kips Average: 3- B kips <br /> Type or Grade of high-strength bolt tested: \32.5 GLV�t‘ 17 , <br /> Batch or Lot#: 5n-ri-TZ9&I Bolt Diameter: -31I lBolt Length: �" <br /> 1st Bolt: L kips 2nd Bolt: �i kips 3rd Bolt: LI kips Average: 1 kips <br /> Type or Grade of high-strength bolt tested: <br /> Batch or Lot#: Bolt Diameter: Bolt Length: <br /> 1St Bolt: kips 2nd Bolt: kips 3rd Bolt: kips Average: kips <br /> Type or Grade of high-strength bolt tested: <br /> Batch or Lot#: Bolt Diameter: Bolt Length: <br /> 1st Bolt: kips 2nd Bolt: kips 3rd Bolt: kips Average: kips <br /> 2102 Ross Avenue,Everett,WA 98201 Phone:(425)493-5525 Fax:(425)493-5520 Email:mcciron@mcciron.com <br />
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