Summary for Test 2024-11-06-44-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994319 DEA: 023J7104 EFIS: 0222000076 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-8.7/12.9 |
| Award Date | 11/29/2022 |
| Closeout Date | 04/21/2025 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE AC SURFACING. |
| Location Description | PLUMAS COUNTY NEAR CRESCENT MILLS FROM ROUTE 70 TO 0.7 MILE SOUTH OF DIXIE CANYON ROAD |
| QA Service Level | 1 (Verified on 10/26/2022) |
Sample Information
| Sample Taken Date | 11/06/2024 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 11/07/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/8-inch Coldfeed |
| The quantity of what the sample constitutes | 1 Bag Coldfeed | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79769A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction - Sierra Cascade Aggregate and Asphalt Products - Chester, CA | Transportation Laboratory (TL) Number | 848921 |
| 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) | 91-32-0002 |
|---|---|---|---|
| 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 | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 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 |
|---|---|---|
| 2024-11-8: HMA Aggregates (Size 3/8"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2024-11-06-44-1 |
Test Details
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DIME Sample ID: 2024-11-06-44
DIME Test ID: 2024-11-06-44-1
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: 2024-11-18
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: 11/12/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1099.4 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 53.0 grams | 95 % | |||||
| 672.9 grams | 39 % | |||||
| 426.9 grams | ||||||
| 208.9 grams | 20 % | |||||
| 285.0 grams | 13 % | |||||
| 325.4 grams | 9 % | |||||
| 351.8 grams | 7 % | |||||
| 372.0 grams | 5 % | |||||
| 385.8 grams | 3.8 % | |||||
| 387.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/18/2024 ✔