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Sample Record for 2018-01-16-2

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

Project Information

Project ID: 212352 DEA: 044K8004 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL,SCL-35-10.5, 10.50, 9.5/10.5
Work Description: Construct SOLDIER PILE AND SOIL NAIL WALLS
Location Description: IN SANTA CLARA COUNTY, NEAR LOS GATOS, AT 1.2 MILES NORTH OF LAS CUMBRES ROAD
Contractor Name: Disney Construction Inc
Contractor Address: 859 Cowan Road, Suite #3, Burlingame, CA 94010
Resident Engineer: Moaid Laymoun Structure Rep.: Arif Khan

Sample Information

DIME Sample ID: 2018-01-16-2
TL Number from the TL Form: Unknown
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: 01/16/2018
Date that the sample was received by the laboratory/organization performing the testing: 01/16/2018
The quantity of what the sample constitutes: Lot of 37
A brief description of the sample: A325 Bolts
From where was the sample collected: Distributor
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: UIS

Material Information

Rocap Number(s): N/A
Heat Number(s): DL16101278
Nut Mfg. Lot Number(s): N/A
Washer Mfg. Lot Number(s): N/A
Bolt Specification: A325
Bolt Length(s): 3-1/2
Nut Specification: N/A
Washer Specification: N/A
Finish: HDG
Diameter/Size: 1/2
Bolt Mfg. Lot Number: G8879
Rocap Test Requirement(s): No
Lubricant Requirements(s): No

Test Results

Test 1 of 3

DIME Test ID: 2018-01-16-2-1
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: 01/23/2018
Date Tested: 01/22/2018
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
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
1AS28016181/2\"1982888.210A325Fred
UTM 400KIP
Temperature no data

Test 2 of 3

DIME Test ID: 2018-01-16-2-2
Test Method: ASME B1.2-83r01: (Ring Gage) Gages and Gaging for Unified Inch Screw Threads - Errata May 1992 (Ring Gage)
Verified Date: 01/23/2018
Date Tested: 01/22/2018
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 G8879
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: 2018-01-16-2-3
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: 01/23/2018
Date Tested: 01/22/2018
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 G8879
Finish Coating ASTM F2329 - Hot Dip
Product Markings A325 N
Size .5 in
Bolt Length 3.5 in
Measurement Average 7.83 mils