Summary for Test 2025-04-22-49-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001178 DEA: 020J3904 EFIS: 0219000112 |
|---|---|
| DIST-CO-RTE-PM | 02--- |
| Award Date | 08/01/2024 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 04/14/2025) |
Sample Information
| Sample Taken Date | 04/22/2025 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/23/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 2 Bags of Combined Lime Treated 3/4-inch Virgin Aggregate | 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 | D79859A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 823625 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::Fawndale Rock Quarry (Redding, CA) |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Cold Feed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-04-6: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2025-04-22-49-1 |
Test Details
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DIME Sample ID: 2025-04-22-49
DIME Test ID: 2025-04-22-49-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-04-29
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 04/29/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5157.1 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 200.0 grams | 96 % | |||||
| 1310.0 grams | 75 % | |||||
| 1854.0 grams | 64 % | |||||
| 3190.0 grams | 38 % | |||||
| 501.3 grams | ||||||
| 202.4 grams | 23 % | |||||
| 313.8 grams | 14 % | |||||
| 376.0 grams | 9 % | |||||
| 412.6 grams | 7 % | |||||
| 435.6 grams | 5 % | |||||
| 450.0 grams | 3.9 % | |||||
| 455.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/29/2025 ✔