Summary for Test 2026-07-07-106-7
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-30/R42.1 |
| Award Date | 11/21/2024 |
| Closeout Date | Not set |
| Work Description | ALMANOR WEST REHAB - ROADWAY REHABILITATION |
| Location Description | IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36. |
| QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
| Sample Taken Date | 07/07/2026 | Sample Unique Key | 106 |
|---|---|---|---|
| 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 | 07/08/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28) |
| The quantity of what the sample constitutes | Production Start Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D80266 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction — Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 896860 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.8 | Virgin binder PG | |
| Design binder PG | PG 64-28M | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 21 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2026-07-07-106
DIME Test ID: 2026-07-07-106-7
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-08-03
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 07/16/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1697.9 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 13.6 grams | 0.1 % | 99 % | ||||
| 84.5 grams | 0.0 % | 95 % | ||||
| 294.9 grams | 1.3 % | 84 % | ||||
| 757.7 grams | 0.6 % | 56 % | ||||
| 1027.8 grams | 0.4 % | 40 % | ||||
| 1125.3 grams | 0.3 % | 34 % | ||||
| 1351.0 grams | 0.1 % | 21 % | ||||
| 1438.3 grams | 0.2 % | 15 % | ||||
| 1501.0 grams | 0.3 % | 12 % | ||||
| 1545.6 grams | 0.2 % | 9.2 % | ||||
| 1551.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): 2023 Standards do not call for AASTO T30.
Test was verified on 8/3/2026 ✔