Summary for Test 2024-09-04-14-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000165 DEA: 09392504 EFIS: 0923000029 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-R17.2/25.8 |
| Award Date | 06/26/2024 |
| Closeout Date | 12/02/2024 |
| Work Description | HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING. |
| Location Description | INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 09/04/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 09/04/2024 |
| Sample type | Acceptance | A brief description of the sample | 1/2” aggregate |
| The quantity of what the sample constitutes | 1 Bag of Coldfeed Aggregate | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dylan | Last name of sampler or witnessed by | Carapazza |
| Title of sampler | Consultant QA | Telephone number of sampler | |
| Laboratory sample identification | CF7 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Solari Plant | Transportation Laboratory (TL) Number | |
| 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) | Granite solari |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2” coldfeed | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Belt device at 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 |
|---|---|---|
| 2024-09-8: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2024-09-04-14-2 |
Test Details
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DIME Sample ID: 2024-09-04-14
DIME Test ID: 2024-09-04-14-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-09-09
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: Calculated
Tester's full name: Derek Carrington
Date of test: 09/05/2024
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 93.5 % | ||||||
| 77.2 % | ||||||
| 48.8 % | ||||||
| 38.7 % | ||||||
| 29.5 % | ||||||
| 19.5 % | ||||||
| 10.1 % | ||||||
| 4.7 % | ||||||
| 2.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-7 Agg
Test was verified on 9/9/2024 ✔