Summary for Test 2025-07-16-60-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000279 DEA: 023H70U4 EFIS: 0223000161 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-15.0/25.7 |
| Award Date | 08/09/2024 |
| Closeout Date | Not set |
| Work Description | RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL. |
| Location Description | TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD |
| QA Service Level | 1 (Verified on 04/30/2024) |
Sample Information
| Sample Taken Date | 07/16/2025 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 07/16/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1 bag of Combined 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 | Sean | Last name of sampler or witnessed by | McWithey |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79956B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858159 |
| 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 |
|---|---|---|---|
| Aggregate Size | 3/8-inch | 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 |
|---|---|---|
| 2025-07-24: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2025-07-16-60-1 |
Test Details
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DIME Sample ID: 2025-07-16-60
DIME Test ID: 2025-07-16-60-1
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: 2025-07-30
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: 07/22/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1508.0 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 % | ||||
| 9.8 grams | -1.3 % | 98 % | ||||
| 451.5 grams | 2.0 % | 72 % | ||||
| 814.8 grams | 1.3 % | 47 % | ||||
| 1027.0 grams | 0.0 % | 32 % | ||||
| 1154.9 grams | -0.7 % | 23 % | ||||
| 1241.8 grams | -2.7 % | 15 % | ||||
| 1300.5 grams | -3.0 % | 11 % | ||||
| 1342.2 grams | -2.9 % | 8.1 % | ||||
| 1343.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/30/2025 ✔