Summary for Test 2026-07-14-99-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000775 DEA: 022J9704 EFIS: 0221000154 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5,89-Var |
| Award Date | 02/26/2025 |
| Closeout Date | Not set |
| Work Description | BRIDGE POLYESTER CONCRETE OVERLAY AND METHACRYLATE DECK SEAL. |
| Location Description | SHASTA COUNTY ON ROUTE 5 AT VARIOUS LOCATIONS FROM ANTLER UNDERCROSSING TO SODA CREEK ROAD UNDERCROSSING AND ON ROUTE 89 AT VARIOUS LOCATIONS FROM HAT CREEK BRIDGE NO. 06-0085 TO CAYTON CREEK BRIDGE |
| QA Service Level | 1 (Verified on 12/04/2024) |
Sample Information
| Sample Taken Date | 07/14/2026 | Sample Unique Key | 99 |
|---|---|---|---|
| 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 | 07/15/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 1 Bag 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D80288B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 875934 |
| 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 |
|---|---|---|
| 2026-07-13: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2026-07-14-99-2 |
Test Details
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DIME Sample ID: 2026-07-14-99
DIME Test ID: 2026-07-14-99-2
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: 2026-07-27
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: 07/22/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1571.7 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 % | ||||
| 16.2 grams | -1.3 % | 98 % | ||||
| 480.1 grams | 2.0 % | 71 % | ||||
| 835.2 grams | 1.3 % | 48 % | ||||
| 1057.5 grams | 0.0 % | 33 % | ||||
| 1197.4 grams | -0.7 % | 23 % | ||||
| 1289.7 grams | -2.7 % | 15 % | ||||
| 1353.9 grams | -3.0 % | 11 % | ||||
| 1399.8 grams | -2.9 % | 8.0 % | ||||
| 1402.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/27/2026 ✔