Summary for Test 2026-05-10-16-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001306 DEA: 023H7704 EFIS: 0218000039 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-0.0/12.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | VINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL. |
| Location Description | TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/12/2025) |
Sample Information
| Sample Taken Date | 05/10/2026 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/11/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 70-10) | 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 | D80193 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction — Orland Plant (Orland, CA) | |
| Transportation Laboratory (TL) Number | 896853 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3942604 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 2608P01 | |
| Binder content (%) | 4.6 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 70-10 | Binder Supplier | Pacific Northwest (Stockton, CA) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2026-05-10-16
DIME Test ID: 2026-05-10-16-2
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: 2026-06-12
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 06/11/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2078.6 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | -1.1 % | 99 % | ||||
| 198.9 grams | -2.2 % | 88 % | ||||
| 451.9 grams | -1.2 % | 77 % | ||||
| 931.4 grams | 1.2 % | 56 % | ||||
| 1324.0 grams | 1.6 % | 38 % | ||||
| 1565.9 grams | 1.2 % | 26 % | ||||
| 1712.8 grams | 0.6 % | 18 % | ||||
| 1821.1 grams | 0.1 % | 12 % | ||||
| 1898.8 grams | -0.2 % | 8 % | ||||
| 1951.4 grams | -0.3 % | 5.8 % | ||||
| 1953.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Post-production gradation is fine on the № 4 and 8 sieves.
Test was verified on 6/12/2026 ✔