Print Report | Back to Test Summary

Testing Report for 2019-11-21-2-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 024F8604
EFIS: 0213000043
Project ID: 212245
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-26.7/27.1
Work Description: ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location Description: TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Joel Gasik
Structure Rep.: Michael D Sears

Sample Information

DIME Sample ID: 2019-11-21-2
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Bay Area Field Laboratory
Sample Organization Contact: (707) 649-5453
Type of Sample: Quality Assurance
Type of Material: SMTL TM3 - Fastener Assembly
Sample Taken Date: 11/21/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/25/2019
The quantity of what the sample constitutes: 120
A brief description of the sample: ASTM A325
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Portland Bolt

Material Information

Rocap Number(s):
Heat Number(s): 100794352 190518 B52967
Nut Mfg. Lot Number(s): 31113-S-190518
Washer Mfg. Lot Number(s): 16447
Bolt Specification: ASTM A325
Bolt Length(s): 17.5"
Nut Specification: ASTM A563
Washer Specification: F436
Finish: HDG
Diameter/Size: 7/8"
Bolt Mfg. Lot Number: 19413
Rocap Test Requirement(s):
Lubricant Requirements(s):

Test Information

DIME Test ID: 2019-11-21-2-2
Test Method: ASTM F606-14a: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Proof Load with Wedge)
Date Tested: 11/25/2019
Verified Date: 11/25/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: A325 Wedge Tensile
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Bolt Samples: 1
Sample Bolt Mfg. Lot Number Size (in) Peak Load (lbf) Peak Load (kN) Wedge Angle (deg) Comments Tested By
1B 19413 0.8750 56687 252.16 10.00 A325 Wedge Tensile spaine
UTM: 450kip
Temperature: no data