Sample Record for 2019-08-22-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213600 DEA: 060T3014 EFIS: 0616000183
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-14-16.6/16.6
Work Description: CONSTRUCT CREW BUILDING EQUIPMENT BUILDING AND RINSE FACILITY.
Location Description: KERN COUNTY AT MOJAVE AT THE MOJAVE HIGHWAY MAINTENANCE STATION AT 2211 NADEAU STREET
Contractor Name: JTS Construction
Contractor Address: P.O. Box 41765, Bakersfield, CA, 93307
Resident Engineer: Hindrawan "Hin" Hartanto Structure Rep.: Ramandeep Guraya
Sample Information
DIME Sample ID: 2019-08-22-3
TL Number from the TL Form: TL-101 - C600000
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: 08/22/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2019
The quantity of what the sample constitutes: 1 each
A brief description of the sample: 3/4" x 33" & 3/4" x 43" ASTM F1554 Gr 36
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Portland Bolt Manufacturing
Material Information
Rocap Number(s):
Heat Number(s): 3088554
Nut Mfg. Lot Number(s): 30380-S-189067
Washer Mfg. Lot Number(s): 0319-116
Bolt Specification: F1554
Bolt Length(s): 33" and 43" 1 of each
Nut Specification: A563
Washer Specification: F436
Finish: HDG
Diameter/Size: 3/4
Bolt Mfg. Lot Number: CMC Steel Texas
Rocap Test Requirement(s):
Lubricant Requirements(s):
Test Results
Test 1 of 2
DIME Test ID: 2019-08-22-3-1
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: 09/04/2019
Date Tested: 09/04/2019
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: F1554 Grade 36 Bar
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 3/4 | 0.334 | 26152 | 26151 | 78070 | 55725 | 18612 | F1554 Grade 36 Bar |
| |
UTM
|
400kip
|
Temperature
|
72
|
Test 2 of 2
DIME Test ID: 2019-08-22-3-2
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: 09/04/2019
Date Tested: 09/04/2019
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: F1554 Grade 36 Bar
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 | 2 | UNC 3/4 | 0.334 | 25915 | 25915 | 77539 | 56386 | 18832 | F1554 Grade 36 Bar |
| |
UTM
|
400kip
|
Temperature
|
72
|