Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213342 DEA: 07301304 EFIS: 0714000019
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-28.9/29.4
Work Description: Charge effort to 07-1218W4, Please see notes.
Location Description: LOS ANGELES COUNTY IN BURBANK FROM VERDUGO AVENUE UNDERCROSSING TO MAGNOLIA BOULEVARD OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Vladimir Gurfinkel Structure Rep.: Newton Armstrong
DIME Sample ID: 2020-06-09-4
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM3 - Fastener Assembly
Sample Taken Date: 06/09/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2020
The quantity of what the sample constitutes: 20
A brief description of the sample: F1554 AT
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: UIS
Rocap Number(s):
Heat Number(s): 3065084
Nut Mfg. Lot Number(s):
Washer Mfg. Lot Number(s):
Bolt Specification: F1554 Gr 55
Bolt Length(s): 7
Nut Specification: NA
Washer Specification: NA
Finish: HDG
Diameter/Size: .5
Bolt Mfg. Lot Number:
Rocap Test Requirement(s):
Lubricant Requirements(s):
DIME Test ID: 2020-06-09-4-1
Test Method: ASTM F606-14: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Hex Cap Screws)
Verified Date: 06/11/2020
Date Tested: 06/11/2020
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: F1554 Gr 55 AT
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Size | Area (in^2) | Peak Load (lbf) | Peak Load (kN) | Tensile Strength (psi) | Stress at Offset (psi) | Load at Offset (lbf) | Comments | 1 | UNC 1/2 | 0.1419 | 12571 | 55 | 88561 | 64235 | 9115 | F1554 Gr 55 AT |
| |
UTM
|
400kip
|
Temperature
|
72
|
DIME Test ID: 2020-06-09-4-2
Test Method: ASME B1.2-83r01: (Ring Gage) Gages and Gaging for Unified Inch Screw Threads - Errata May 1992 (Ring Gage)
Verified Date: 06/11/2020
Date Tested: 06/11/2020
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)
|
3065084
|
Mfg. Lot Number
|
no data
|
Finish Coating
|
ASTM F2329 - Hot Dip
|
Product Markings
|
NA
|
Size
|
.5 in
|
Bolt Length
|
7 in
|
Gage Type
|
Pass
|
DIME Test ID: 2020-06-09-4-3
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: 06/11/2020
Date Tested: 06/11/2020
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)
|
3065084
|
Mfg. Lot Number
|
no data
|
Finish Coating
|
ASTM F2329 - Hot Dip
|
Product Markings
|
NA
|
Size
|
.5 in
|
Bolt Length
|
7 in
|
Measurement Average
|
2.72 mils
|