Summary for Test 2026-06-12-85-2
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 | 85 |
|---|---|---|---|
| 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 | 06/18/2026 |
| Sample type | Acceptance | A brief description of the sample | 1 box 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D80237 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 847564 |
| 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 | JMF2610003 | |
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-34 M |
| Design binder PG | PG 64-28 M | 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: 2026-06-12-85
DIME Test ID: 2026-06-12-85-2
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: 2026-08-06
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: 07/02/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2465.2 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.7 % | 101 % | ||||
| 247.0 grams | 0.3 % | 90 % | ||||
| 459.0 grams | -0.8 % | 81 % | ||||
| 1308.0 grams | 0.2 % | 47 % | ||||
| 1814.8 grams | 0.0 % | 26 % | ||||
| 2021.1 grams | -0.7 % | 17 % | ||||
| 2128.3 grams | -1.1 % | 13 % | ||||
| 2194.3 grams | -1.6 % | 9 % | ||||
| 2243.9 grams | -1.7 % | 7 % | ||||
| 2281.3 grams | -1.5 % | 6.0 % | ||||
| 2282.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Appears to be coarse on the № 4 and 8 sieves, but this is not a post-production gradation job.
Test was verified on 8/6/2026 ✔