Summary for Test 2024-10-27-7-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994797 DEA: 040Y2004 EFIS: 0422000256 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580-R7.8/11.0,18.6/21.0 |
| Award Date | 06/23/2023 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA, AND REPLACE PCC SLABS. |
| Location Description | ALAMEDA COUNTY IN AND NEAR LIVERMORE AND PLEASANTON FROM 0.2 MILE EAST OF GREENVILLE OVERHEAD TO 0.3 MILE WEST OF FIRST STREET OVERCROSSING AND FROM 0.2 MILE EAST OF HACIENDA DRIVE OVERCROSSING TO 0.4 MILE EAST OF SAN RAMON ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/11/2023) |
Sample Information
| Sample Taken Date | 10/27/2024 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 10/28/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-SP Type A w/25% RAP |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ikenna | Last name of sampler or witnessed by | Ezeude |
| Title of sampler | Telephone number of sampler | 5103254072 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Pleasanton | 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) | 91-01-0010 |
|---|---|---|---|
| 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 Sampler | |
| 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 | ||
| Sublot number | Aggregate Mix Number | 220304 |
Test Details
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DIME Sample ID: 2024-10-27-7
DIME Test ID: 2024-10-27-7-1
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: 2024-10-29
Test Results
What type of gradation is being tested?: Combined 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: Rob Lohman
Date of test: 10/29/2024
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 81 % | ||||||
| 69 % | ||||||
| 47 % | ||||||
| 27 % | ||||||
| 16 % | ||||||
| 12 % | ||||||
| 9 % | ||||||
| 6 % | ||||||
| 4.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Sample #1
Test was verified on 10/29/2024 ✔