Sample Record for 2021-09-13-59
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215109 DEA: 081C8504 EFIS: 0813000047
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-0.0/5.8
Work Description: ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 MONROE STREET, INDIO, CA 92203
Resident Engineer: Osama Abdalla Structure Rep.: Ryan Kash (Reports)
Sample Information
DIME Sample ID: 2021-09-13-59
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 09/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/20/2021
The quantity of what the sample constitutes: 2
A brief description of the sample: #8 Grade 75 All Thread Bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering San Diego
Material Information
Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: #8
Nut Specification for Threaded Bar: n/a
System Manufacturer: Williams Form Engineering San Diego
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: ASTM A153 galvanized
Bar Heat Number(s): 100108552
Nut Heat Number(s): n/a
Bar Lot Number: 10010855221
Nut Lot Number: n/a
Coupler Heat Number(s): n/a
Coupler Grade: n/a
Test Results
Test 1 of 2
DIME Test ID: 2021-09-13-59-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/30/2021
Date Tested: 11/30/2021
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: A615 Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 125829 | 104859 | 5.29 | A615 Bar | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 2
DIME Test ID: 2021-09-13-59-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 11/30/2021
Date Tested: 11/30/2021
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: A615 Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 126379 | 102733 | 4.98 | A615 Bar | bewing |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
