Summary for Test 2023-02-11-6-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215003 DEA: 040J6204 EFIS: 0414000019 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-12.4/21.9 |
| Award Date | 04/12/2022 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES |
| Location Description | ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE |
| QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
| Sample Taken Date | 02/11/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 02/11/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA w/15% RAP |
| The quantity of what the sample constitutes | 1400 tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dennis | Last name of sampler or witnessed by | Yeung |
| Title of sampler | Transportation Engineer Range D | Telephone number of sampler | 5102246127 |
| Laboratory sample identification | C975184 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Martin Marietta Sunol Plant | Transportation Laboratory (TL) Number | C975184 |
| 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) | 91-01-0011 |
|---|---|---|---|
| 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 | Martin Marietta Sunol Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | L200271V | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-02-11-6
DIME Test ID: 2023-02-11-6-1
Testing Lab: CT D04 - Pleasanton Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-02-22
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: Robert Lohman
Date of test: 02/13/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 85 % | ||||||
| 72 % | ||||||
| 48 % | ||||||
| 28 % | ||||||
| 19 % | ||||||
| 14 % | ||||||
| 10 % | ||||||
| 6 % | ||||||
| 3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Sample #1
Test was verified on 2/22/2023 ✔