Summary for Test 2026-08-13-81-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001371 DEA: 024F90U4 EFIS: 0224000157 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-41.0/41.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA PAVEMENT, ELECTRICAL, LANDSCAPING AND DRAINAGE. |
| Location Description | SISKIYOU COUNTY AT AND NEAR HAPPY CAMP FROM INDIAN CREEK BRIDGE TO 0.2 MILE EAST OF DAVIS ROAD |
| QA Service Level | 1 (Verified on 07/08/2025) |
Sample Information
| Sample Taken Date | 08/13/2026 | Sample Unique Key | 81 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/13/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 2 Bags RAP | 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 | Giuliano |
| Last name of sampler or witnessed by | Giuntoli | Title of sampler | JET |
| Telephone number of sampler | Laboratory sample identification | D80338B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding CA | |
| Transportation Laboratory (TL) Number | 845655 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2026-09-4: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2026-08-13-81-3 |
Test Details
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DIME Sample ID: 2026-08-13-81
DIME Test ID: 2026-08-13-81-3
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: 2026-09-09
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: 08/26/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1564.1 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 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 5.2 grams | -0.2 % | 99 % | ||||
| 442.5 grams | 1.3 % | 73 % | ||||
| 790.5 grams | 2.8 % | 52 % | ||||
| 1023.2 grams | 3.2 % | 38 % | ||||
| 1172.7 grams | 2.3 % | 27 % | ||||
| 1247.9 grams | 1.3 % | 22 % | ||||
| 1337.4 grams | 0.8 % | 15 % | ||||
| 1383.4 grams | 0.4 % | 12.0 % | ||||
| 1386.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2026 ✔