Summary for Test 2023-03-27-35-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
| Award Date | 01/18/2022 |
| Closeout Date | Not set |
| Work Description | Highway widening, overhead signs, and electronic toll system. |
| Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 03/27/2023 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 03/27/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA Type A |
| The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Christian | Last name of sampler or witnessed by | Sousa |
| Title of sampler | QC Manager | Telephone number of sampler | 5306513393 |
| Laboratory sample identification | Con_23_236 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Vallejo | 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) | 91-48-0002 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA Type A | The fabricator/manufacturer designation for the sample | Drum Plant |
| The plant number | A detailed description of where the material sample was collected | coldfeed | |
| Where the material sample would have been placed if not sampled | Roadway | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | 6 | |
| Sublot number | 19 | Aggregate Mix Number | 411101510LD0221 |
Test Details
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DIME Sample ID: 2023-03-27-35
DIME Test ID: 2023-03-27-35-2
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-03-31
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: Augusto Rios
Date of test: 03/29/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 86 % | ||||||
| 73 % | ||||||
| 49 % | ||||||
| 32 % | ||||||
| 20 % | ||||||
| 14 % | ||||||
| 9 % | ||||||
| 6 % | ||||||
| 4.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/31/2023 ✔