Sample Record for 2020-01-15-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-34.7/51.6
Work Description: (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location Description: Riverside County and SBD-15-0.0/1.3
Contractor Name: Skanska-Ames, Joint Venture
Contractor Address: 1801 California Avenue, Corona, CA 92881
Resident Engineer: Roy Fisher (reports) Structure Rep.: Roy Fisher
Sample Information
DIME Sample ID: 2020-01-15-1
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: Verification
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 01/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/21/2020
The quantity of what the sample constitutes: One
A brief description of the sample: 1" threadbar and hex nuts
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Gerdau
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 105
Threaded Bar Type: Deformed
Rebar Size: 8
Nut Specification for Threaded Bar: A519 Gr. 1026
System Manufacturer: DSI
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 6215011003
Nut Heat Number(s): 071077744
Bar Lot Number: N/A
Nut Lot Number: N/A
Coupler Heat Number(s): N/A
Coupler Grade: N/A
Test Results
Test 1 of 2
DIME Test ID: 2020-01-15-1-1
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 01/22/2020
Date Tested: 01/22/2020
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: 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 | ASTM A722 Type II Deformed Bar 1 : 26mm | 6215011003 - 071077744 | 0.659 | 163926.20 | 158.70 | 0 | 41 | A722 Bar & Nut | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 2
DIME Test ID: 2020-01-15-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 01/22/2020
Date Tested: 01/22/2020
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: 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 | ASTM A722 Type II Deformed Bar 1 : 26mm | 6215011003 - 071077744 | 0.85 | 163157.44 | 150.67 | 7.5 | 100 | A722 Bar & Nut | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
