Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2022-06-24-47
Project Information
Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
---|---|
DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
Award Date | 05/08/2020 |
Closeout Date | 08/14/2023 |
Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 06/24/2022 | Sample Unique Key | 47 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/07/2022 |
Sample type | Department Acceptance | A brief description of the sample | 3/4 inch Lime treated Type A HMA 23 RAP PG 58-34M Marathon Fernley |
The quantity of what the sample constitutes | 5 Boxes for 10,000 Ton Milestone | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79082 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 896417 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Submitted Tests
DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
---|---|---|---|---|---|---|---|---|
2022-06-24-47-1 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Darrell Valasek, CT D02 - Redding Northern Regional Laboratory | 07/12/2022 | Darrell Valasek | No | Info |
Sample File Attachments
File Name | Extension | Date Uploaded | Actions |
---|---|---|---|
No results found. |
Test File Attachments
DIME Test ID: 2022-06-24-47-1 AASHTO T209-12