Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
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
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):
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
|
Sample | Bolt Mfg. Lot Number | Size (in) | Peak Load (lbf) | Peak Load (kN) | Wedge Angle (deg) | Comments | Tested By | 1A | L240R1 | 0.7500 | 47878 | 212.97 | 10.00 | Wedge Tensile | aauvinen |
| |
UTM
|
450kip
|
Temperature
|
no data
|
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
|