Summary for Test 2023-05-19-39-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994570 DEA: 040Y2404 EFIS: 0422000259 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-92-R2.4/6.8 |
| Award Date | 04/24/2023 |
| Closeout Date | 01/10/2024 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HOT MIX ASPHALT. |
| Location Description | ALAMEDA COUNTY IN HAYWARD FROM 0.2 MILE WEST OF SAN MATEO-HAYWARD TOLL PLAZA TO SANTA CLARA STREET |
| QA Service Level | 1 (Verified on 04/10/2023) |
Sample Information
| Sample Taken Date | 05/19/2023 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 05/22/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 WHMA-A + 25% RAP |
| The quantity of what the sample constitutes | 2nd 750 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Magana | Last name of sampler or witnessed by | Luis |
| Title of sampler | Telephone number of sampler | 2092250104 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Materials Asphalt, 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 | MD 220304 | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | HMA Plant Cold Feed Sampler | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | D04-JMF-22-008 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-05-19-39
DIME Test ID: 2023-05-19-39-1
Testing Lab: CT D04 - Hayward Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-06-02
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: Measured
Tester's full name: Luis Magana
Date of test: 05/22/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6035.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 145.0 grams | 98 % | |||||
| 1240.0 grams | 79 % | |||||
| 2370.0 grams | 61 % | |||||
| 3555.0 grams | 41 % | |||||
| 482 grams | ||||||
| 241.0 grams | 21 % | |||||
| 345.0 grams | 12 % | |||||
| 388.0 grams | 8 % | |||||
| 419.0 grams | 5 % | |||||
| 445.0 grams | 3 % | |||||
| 458.3 grams | 2 % | |||||
| 459.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2023 ✔