Summary for Test 2024-09-09-82-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995525 DEA: 024J8304 EFIS: 0223000078 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-395-34.0/39.9 |
| Award Date | 02/21/2024 |
| Closeout Date | 01/24/2025 |
| Work Description | LINVILLE CREEK OVERLAY - HMA OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND SHOULDER BACKING. |
| Location Description | MODOC COUNTY NEAR DAVIS CREEK FROM 0.4 MILE SOUTH OF JOSEPH CREEK ROAD TO 1.7 MILES SOUTH OF DAVIS CREEK ROAD |
| QA Service Level | 1 (Verified on 12/29/2023) |
Sample Information
| Sample Taken Date | 09/09/2024 | Sample Unique Key | 82 |
|---|---|---|---|
| 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 | 09/10/2024 |
| Sample type | Production Start-Up | A brief description of the sample | Crusher Dust |
| The quantity of what the sample constitutes | 2 Bags | 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 | D79713C | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Fitch Rd | Transportation Laboratory (TL) Number | 858513 |
| 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) | 91-25-0029 |
|---|---|---|---|
| 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 | 1/2 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 |
|---|---|---|
| 2024-09-47: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 3 | 2024-09-09-82-1 |
Test Details
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DIME Sample ID: 2024-09-09-82
DIME Test ID: 2024-09-09-82-1
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: 2024-09-24
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?: No
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 09/18/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 522.3 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 25.2 grams | 95 % | |||||
| 230.3 grams | 56 % | |||||
| 339.0 grams | 35 % | |||||
| 398.4 grams | 24 % | |||||
| 435.0 grams | 17 % | |||||
| 463.6 grams | 11 % | |||||
| 482.9 grams | 7.5 % | |||||
| 483.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/24/2024 ✔