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Sample Record for 2019-12-04-1

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

Project Information

Project ID: 213702 DEA: 041G4304 EFIS: 0412000126 QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-128-R7.4
Work Description: REPLACE BRIDGE, HMA PAVING, DRAINAGE AND RSP
Location Description: NAPA COUNTY NEAR SAINT HELENA AT CONN CREEK
Contractor Name: GHILOTTI CONSTRUCTION CO. INC.
Contractor Address: 246 GHILOTTI AVENUE, SANTA ROSA, CA 95407
Resident Engineer: Paramdeep Brar Structure Rep.: Nana Budu

Sample Information

DIME Sample ID: 2019-12-04-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM3 - Fastener Assembly
Sample Taken Date: 12/04/2019
Date that the sample was received by the laboratory/organization performing the testing: 12/09/2019
The quantity of what the sample constitutes: 33
A brief description of the sample: 1/2" x 3.5" F3125 A325 HS Bolts
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: UIS

Material Information

Rocap Number(s): N/A
Heat Number(s): 100786902
Nut Mfg. Lot Number(s): N/A
Washer Mfg. Lot Number(s): N/A
Bolt Specification: F3125 A325
Bolt Length(s): 3.5"
Nut Specification: N/A
Washer Specification: N/A
Finish: HDG
Diameter/Size: 1/2"
Bolt Mfg. Lot Number: G9426
Rocap Test Requirement(s):
Lubricant Requirements(s): Yes

Test Results

Test 1 of 3

DIME Test ID: 2019-12-04-1-1
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)
Verified Date: 12/11/2019
Date Tested: 12/10/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A325 Wedge Tensile
Test Result Compliance:
Additional Comments When Verified:
Number of Bolt Samples 1
SampleBolt Mfg. Lot NumberSize (in)Peak Load (lbf)Peak Load (kN)Wedge Angle (deg)CommentsTested By
1AG94260.50002066191.910.00A325 Wedge Tensilespaine
UTM 450kip
Temperature no data

Test 2 of 3

DIME Test ID: 2019-12-04-1-2
Test Method: ASME B1.2-83r01: (Ring Gage) Gages and Gaging for Unified Inch Screw Threads - Errata May 1992 (Ring Gage)
Verified Date: 12/11/2019
Date Tested: 12/10/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sample No. 1A
Rocap Number no data
Heat Number(s) no data
Mfg. Lot Number G9426
Finish Coating ASTM F2329 - Hot Dip
Product Markings A325 N
Size .5 in
Bolt Length 3.5 in
Gage Type Pass

Test 3 of 3

DIME Test ID: 2019-12-04-1-3
Test Method: ASTM B499-14: Standard Test Method for Measurement of Coating Thicknesses by the Magnetic Method: Nonmagnetic Coatings on Magnetic Basis Metals (Coating)
Verified Date: 12/11/2019
Date Tested: 12/10/2019
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sample No. 1A
Rocap Number no data
Heat Number(s) no data
Mfg. Lot Number G9426
Finish Coating ASTM F2329 - Hot Dip
Product Markings A325 N
Size .5 in
Bolt Length 3.5 in
Measurement Average 4.77 mils