Summary for Test 2025-12-17-38-2
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 | 38 |
|---|---|---|---|
| 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 | 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: 2025-12-17-38
DIME Test ID: 2025-12-17-38-2
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: 2026-01-12
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: 01/07/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1450.7 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 17.5 grams | 0.0 % | 99 % | ||||
| 84.1 grams | 0.6 % | 95 % | ||||
| 326.7 grams | -0.2 % | 77 % | ||||
| 712.0 grams | -1.0 % | 50 % | ||||
| 972.3 grams | -0.3 % | 33 % | ||||
| 1114.6 grams | -0.3 % | 23 % | ||||
| 1202.4 grams | -0.3 % | 17 % | ||||
| 1266.0 grams | -0.3 % | 12 % | ||||
| 1311.1 grams | -0.2 % | 9 % | ||||
| 1344.8 grams | 0.0 % | 7.3 % | ||||
| 1344.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): For Information Only.
Test was verified on 1/12/2026 ✔