Print Report | Back to Sample Detail

Sample Record for 2023-09-05-7

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

Project Information

Project ID: 215421 DEA: 042K9504 EFIS: 0417000057 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-580-14.4/14.4
Work Description: CONSTRUCT MATERIAL TESTING LABORATORY BUILDING.
Location Description: ALAMEDA COUNTY IN LIVERMORE AT 2201 KITTY HAWK ROAD
Contractor Name: Walsh Construction Company II, LLC (Walsh) - Dominic Fung
Contractor Address: 1390 Willow Pass Road Suite 950, Concord, CA 94520
Resident Engineer: Amir-Fardin Sadeghi-Nedjad Structure Rep.: John Parecadan

Sample Information

DIME Sample ID: 2023-09-05-7
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Department Acceptance
Type of Material: SMTL TM3 - Fastener Assembly
Sample Taken Date: 09/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2023
The quantity of what the sample constitutes: 10
A brief description of the sample: 3/4" F3125 Gr 325 x 5.5"
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: LB Construction

Material Information

Rocap Number(s):
Heat Number(s): 10638430
Nut Mfg. Lot Number(s):
Washer Mfg. Lot Number(s):
Bolt Specification: A325
Bolt Length(s): 5.5"
Nut Specification: NA
Washer Specification: NA
Finish: Plain
Diameter/Size: 3/4"
Bolt Mfg. Lot Number: L240R1
Rocap Test Requirement(s):
Lubricant Requirements(s):

Test Results

Test 1 of 2

DIME Test ID: 2023-09-05-7-1
Test Method: ASTM F606-21: 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: 09/20/2023
Date Tested: 09/15/2023
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: 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
1AL240R10.750047878212.9710.00Wedge Tensileaauvinen
UTM 450kip
Temperature no data

Test 2 of 2

DIME Test ID: 2023-09-05-7-2
Test Method: ASME B1.2-83r17: (Ring Gage) Gages and Gaging for Unified Inch Screw Threads - Errata May 1992 (Ring Gage)
Verified Date: 09/20/2023
Date Tested: 09/18/2023
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 L240R1
Finish Coating Plain
Product Markings A325 LE USA
Size .75 in
Bolt Length 5.5 in
Gage Type Pass