Summary for Test 2023-02-21-64-1
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 | 02/21/2023 | Sample Unique Key | 64 |
|---|---|---|---|
| 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 | 02/21/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-SP Type A |
| The quantity of what the sample constitutes | 750 Tons | 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 | C422-300 | Linked DIME Sample ID | 2023-02-21-63 |
| The fabricator/manufacturer/facility name | Vulcan Vallejo | Transportation Laboratory (TL) Number | C422-300 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 6 | Structure unique identifier | |
| Structure name | HWY 80 | 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-SP Type A | The fabricator/manufacturer designation for the sample | Vulcan Vallejo |
| The plant number | 142 | A detailed description of where the material sample was collected | truck @plant |
| 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 | 6 | |
| Sublot number | 1 | Aggregate Mix Number | 411101510LD0221 |
Test Details
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DIME Sample ID: 2023-02-21-64
DIME Test ID: 2023-02-21-64-1
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: 2023-03-22
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: Anthony Ibarra
Date of test: 02/23/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 87 % | ||||||
| 77 % | ||||||
| 52 % | ||||||
| 31 % | ||||||
| 19 % | ||||||
| 13 % | ||||||
| 9 % | ||||||
| 5 % | ||||||
| 3.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/22/2023 ✔