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Testing Report for 2019-01-08-1-1

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

Project Information

DEA: 024G5204
EFIS: 0214000022
Project ID: 212185
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R28.0 - R29.2
Work Description: PIT RIVER BRIDGE DECK & CATWALK REHABILITATION
Location Description: SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE FROM 0.2 MILE SOUTH TO 0.9 MILE NORTH OF PIT RIVER BRIDGE OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Tofael Anwar
Structure Rep.: Andrew Osullivan

Sample Information

DIME Sample ID: 2019-01-08-1
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: 1/8/2019
Date that the sample was received by the laboratory/organization performing the testing: 1/9/2019
The quantity of what the sample constitutes: 20
A brief description of the sample: A325 Fastener Assembly
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor

Material Information

Rocap Number(s):
Heat Number(s): 100791937, NF09100475, NF13104445, NF15101674, 100889865, 176414
Nut Mfg. Lot Number(s): 407093A
Washer Mfg. Lot Number(s): 310706
Bolt Specification: A325 MG
Bolt Length(s): 2.25", 2.5"
Nut Specification: DH MG
Washer Specification: F436 MG
Finish: MG
Diameter/Size: 5/8
Bolt Mfg. Lot Number: 411418A, 260531A, 338564A, 365183A
Rocap Test Requirement(s):
Lubricant Requirements(s):

Test Information

DIME Test ID: 2019-01-08-1-1
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: 1/9/2019
Verified Date: 1/10/2019
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
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
1A 411418A 5/8\" 31314 139.3 10 A325 Brian
UTM: 400KIP
Temperature: no data