Summary for Test 2026-06-12-79-2
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 | 06/12/2026 | Sample Unique Key | 79 |
|---|---|---|---|
| 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 | 2 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) | The quantity of what the sample constitutes | 750 tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D80228 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 896949 | 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 | 3/4 inch | Lot number | 1 |
| Sublot number | HMA Mix Number | JMF2610002 | |
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-34M |
| Design binder PG | PG 64-28M | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2026-06-12-79
DIME Test ID: 2026-06-12-79-2
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: 2026-07-23
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: 07/01/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2011.7 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 32.1 grams | 0.7 % | 99 % | ||||
| 221.6 grams | 0.3 % | 89 % | ||||
| 419.3 grams | -0.8 % | 78 % | ||||
| 1136.7 grams | 0.2 % | 44 % | ||||
| 1510.9 grams | 0.0 % | 25 % | ||||
| 1667.9 grams | -0.7 % | 16 % | ||||
| 1752.8 grams | -1.1 % | 12 % | ||||
| 1805.2 grams | -1.6 % | 9 % | ||||
| 1843.3 grams | -1.7 % | 7 % | ||||
| 1873.9 grams | -1.5 % | 5.3 % | ||||
| 1875.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Gradation appears coarse on the № 4 and 8 sieves.
Test was verified on 7/23/2026 ✔