Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2026-06-10-99
Project Information
| Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING. |
| Location Description | PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 06/10/2026 | Sample Unique Key | 99 |
|---|---|---|---|
| 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 | 06/12/2026 |
| Sample type | Acceptance | A brief description of the sample | 12 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Emilio | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D80227 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials ā Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 036639 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 33 - HOT MIX ASPHALT (TYPE A) |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF2614002 | |
| Binder content (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Western Emulsions (White City, OR) |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2026-06-10-99-1 | AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content) | Dacota Mei, CT D02 - Redding Northern Regional Laboratory | 06/30/2026 | 07/21/2026 | No | Pb=5.76% | |||
| 2026-06-10-99-2 | AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis) | Dacota Mei, CT D02 - Redding Northern Regional Laboratory | 07/01/2026 | 07/21/2026 | No | ||||
| 2026-06-10-99-3 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Josh Ferency, CT D02 - Redding Northern Regional Laboratory | 06/16/2026 | 07/21/2026 | No | Gmm=2.471 | |||
| 2026-06-10-99-4 | AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity) | Josh Ferency, CT D02 - Redding Northern Regional Laboratory | 06/16/2026 | 07/21/2026 | No | Gmb=2.359 | |||
| 2026-06-10-99-5 | AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void) | Josh Ferency, CT D02 - Redding Northern Regional Laboratory | 06/16/2026 | 07/21/2026 | No | Pā=4.6% | |||
| 2026-06-10-99-6 | AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content) | Josh Ferency, CT D02 - Redding Northern Regional Laboratory | 06/24/2026 | 07/21/2026 | No | Sā=127psi, Sā=115psi, TSR=91% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| D80227, 02-4H0103, 036639, TSR | 07/21/2026 | Info |
Test File Attachments
DIME Test ID: 2026-06-10-99-1 AASHTO T308-10
DIME Test ID: 2026-06-10-99-2 AASHTO T30-19
DIME Test ID: 2026-06-10-99-3 AASHTO T209-12
DIME Test ID: 2026-06-10-99-4 AASHTO T275-07r12
DIME Test ID: 2026-06-10-99-5 AASHTO T269-14
DIME Test ID: 2026-06-10-99-6 AASHTO T283-14
