Sample Record for 2022-03-24-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-115-R7.3/R10.0
Work Description: ADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG
Location Description: SAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE
Contractor Name: Ames Construction
Contractor Address: 391 North Main Street, Suite 302, Corona, CA 92880
Resident Engineer: Denise Sostrom Structure Rep.: Matt Bruce
Sample Information
DIME Sample ID: 2022-03-24-1
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: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 03/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/28/2022
The quantity of what the sample constitutes: 1 heat for bar / 1 heat for nut
A brief description of the sample: ASTM A615 #8 Grade 75 bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DSI
Material Information
Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Plain
Rebar Size: #8
Nut Specification for Threaded Bar: ASTM A29
System Manufacturer: DSI
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): 5805024602
Nut Heat Number(s): A202254
Bar Lot Number: NA
Nut Lot Number: NA
Coupler Heat Number(s): NA
Coupler Grade: NA
Test Results
Test 1 of 2
DIME Test ID: 2022-03-24-1-1
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/04/2022
Date Tested: 03/30/2022
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 and Nut
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 | 115201 | 80406 | 14.53 | A615 Bar and Nut | spaine |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 2
DIME Test ID: 2022-03-24-1-2
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/04/2022
Date Tested: 03/30/2022
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 and Nut
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 | 115155 | 80453 | 0 | A615 Bar and Nut | spaine |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
