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Testing Report for 2017-03-23-5-7

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

Project Information

DEA: 100L9704
EFIS: 1012000053
Project ID: 210097
QA Service Level: 1
DIST-CO-RTE-PM: 10-TUO-120-R19.5/R20.0
Work Description: REPLACE DECK AND RETROFIT BRIDGE.
Location Description: IN TUOLUMNE COUNTY ON STATE ROUTE 120 FROM 7.6 MILES EAST OF YOSEMITEJUNCTION TO 4.8 MILES WEST OF THE TOWN OF MOCCASIN AT TUOLUMNE RIVER/DON PEDRO RESERVOIR (JAMES E.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Corey Casey
Structure Rep.: Ehab Wahed

Sample Information

DIME Sample ID: 2017-03-23-5
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM3 - Fastener Assembly
Sample Taken Date: 3/23/2017
Date that the sample was received by the laboratory/organization performing the testing: 3/27/2017
The quantity of what the sample constitutes: 99
A brief description of the sample: A325 HDG
From where was the sample collected: Distributor
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Universal Industrial Sales

Material Information

Rocap Number(s):
Heat Number(s):
Nut Mfg. Lot Number(s): 15-40-006 15-01-005
Washer Mfg. Lot Number(s): D1782 D2656
Bolt Specification: A325
Bolt Length(s): 5.5" 4.5" 4"
Nut Specification: A563-DH
Washer Specification: F436
Finish: HDG
Diameter/Size: 0.75" 0.5"
Bolt Mfg. Lot Number: BG0229 BG0609 BG0590 G8245 G8533
Rocap Test Requirement(s):
Lubricant Requirements(s):

Test Information

DIME Test ID: 2017-03-23-5-7
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: 3/30/2017
Verified Date: 4/4/2017
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
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
6A S28-082-17 1/2\" 19060 84.8 10 A325 Brian
UTM: 400KIP
Temperature: no data