Summary for Test 2025-12-17-53-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994859 DEA: 021H5904 EFIS: 0216000025 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-43.5,57.0 |
| Award Date | 08/07/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING. |
| Location Description | SISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\\\'S FERRY ROAD AND AT PORTUGUESE CREEK |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 12/17/2025 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/18/2025 | Sample type | Informational |
| A brief description of the sample | 18 6-inch Cores | The quantity of what the sample constitutes | 18 Cores of Lime Treated 1/2-inch Type A HMA (PG 64-28M) Valero - Benicia |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Alex |
| Last name of sampler or witnessed by | Long | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D81032 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer-Fraser Company, Willow Creek Plant, Willow Creek, CA | |
| Transportation Laboratory (TL) Number | 877609 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3885157 |
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 (%) | 4.9 | Virgin binder PG | PG 64-28M |
| Design binder PG | PG 64-28M | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-12-17-53
DIME Test ID: 2025-12-17-53-2
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: 2026-01-20
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 01/15/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1468.2 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 55.6 grams | 0.6 % | 97 % | ||||
| 267.3 grams | -0.2 % | 82 % | ||||
| 646.9 grams | -1.0 % | 55 % | ||||
| 925.8 grams | -0.3 % | 37 % | ||||
| 1079.8 grams | -0.3 % | 26 % | ||||
| 1180.2 grams | -0.3 % | 19 % | ||||
| 1257.7 grams | -0.3 % | 14 % | ||||
| 1313.3 grams | -0.2 % | 10 % | ||||
| 1354.8 grams | 0.0 % | 7.7 % | ||||
| 1355.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): For Information Only.
Test was verified on 1/20/2026 ✔