Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212247 DEA: 010G8004 MINOR: 01A1727
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-1-78.0/83.5, 77.0/83.5
Work Description: Major Damage Restoration
Location Description: In Mendocino County near West port from 0.3 mile south of Wages Creek Bridge #10-137 to Solider Point Viaduct #10-271
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Grant Krueger Structure Rep.: Moussa Jandal
DIME Sample ID: 2018-05-30-1
TL Number from the TL Form:
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: 5625005861
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 05/30/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2018
The quantity of what the sample constitutes: 1 lot
A brief description of the sample: 1 3/8 threadbar / nut
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DSI
Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type:
Rebar Size:
Nut Specification for Threaded Bar: 1035
System Manufacturer: DSI
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 6214344804
Nut Heat Number(s): 62142381
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:
DIME Test ID: 2018-05-30-1-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 06/06/2018
Date Tested: 06/06/2018
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: A722 Bar & Nut
Test Result Compliance:
Additional Comments When Verified:
|
Number of Threaded Bar Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | | 1 | A722 DSI 1.375\" Threaded Bar & Nut | L5303618 | 1.06 | 156288 | 134991 | 0 | 35.2 | A722 Bar & Nut | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
DIME Test ID: 2018-05-30-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 06/06/2018
Date Tested: 06/06/2018
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: A722 Bar & Nut
Test Result Compliance:
Additional Comments When Verified:
|
Number of Threaded Bar Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Reduction of area (%) | Comments | Tested By | | 2 | A722 DSI 1.375\" Threaded Bar & Nut | L5303618 | 1.58 | 159373 | 139284 | 8.6 | 0 | A722 Bar & Nut | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
