Sample Record for 2018-08-07-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213126 DEA: 051J6604 EFIS: 0051800009
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-192-8.0/12.5
Work Description: Replace bridges (3) and bridge rails (2)
Location Description: In Santa Barbara County in and near Santa Barbara, Montecito, and Carpinteria.
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: P.O. Box 1489, Sun Valley, California 91353
Resident Engineer: Russell Moussavian Structure Rep.: Raymond Barajas
Sample Information
DIME Sample ID: 2018-08-07-1
TL Number from the TL Form: C647238
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Verification
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 08/07/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: ATB 1-3/8 in
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Eng
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 150
Threaded Bar Type: Deformed
Rebar Size: 11
Nut Specification for Threaded Bar: A29
System Manufacturer: Williams Form
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 100786059
Nut Heat Number(s): 73100031
Bar Lot Number: Unknown
Nut Lot Number: 36Y3D
Coupler Heat Number(s): Unknown
Coupler Grade: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2018-08-07-1-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 08/13/2018
Date Tested: 08/13/2018
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: A722 Threaded Bar and 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 1-3/8\" Threaded Bar & Nut | L73-016-18 | 1.49 | 156791 | 142859 | 0 | 50.7 | A722 Threaded Bar and Nut | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 2
DIME Test ID: 2018-08-07-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 08/13/2018
Date Tested: 08/13/2018
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: A722 Threaded Bar and 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 1-3/8\" Threaded Bar & Nut | L73-016-18 | 1.58 | 163124 | 137959 | 11.8 | 0 | A722 Threaded Bar and Nut | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
