Summary for Test 2024-04-30-67-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994226 DEA: 042K7004 EFIS: 0417000010 COOP: 042895 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880-R0.0/11.8 |
| Award Date | 07/13/2023 |
| Closeout Date | Not set |
| Work Description | Cold plane pavement and overlay with RHMA-G/RHMA-O (CAPITAL PREVENTIVE MAINTENANCE) |
| Location Description | ALAMEDA COUNTY IN FREMONT AND NEWARK FROM SANTA CLARA COUNTY LINE TO 0.4 MILE NORTH OF FREMONT BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 09/13/2022) |
Sample Information
| Sample Taken Date | 04/30/2024 | Sample Unique Key | 67 |
|---|---|---|---|
| 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 | 05/01/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA-G |
| The quantity of what the sample constitutes | 751-1500 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Holie | Last name of sampler or witnessed by | Sada |
| Title of sampler | Plant QC Tech | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Materials Co - 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 #326122 | The fabricator/manufacturer designation for the sample | Sample #2 |
| 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 | 1/2 inch | |
| The concrete mix design number | D04-JMF-22-041 | Lot number | 2 |
| Sublot number | 4 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-04-30-67
DIME Test ID: 2024-04-30-67-2
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: 2024-06-17
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: Measured
Tester's full name: Luis Magana
Date of test: 05/01/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5268.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 255.0 grams | 95 % | |||||
| 860.0 grams | 84 % | |||||
| 3020.0 grams | 43 % | |||||
| 415 grams | ||||||
| 209.0 grams | 21 % | |||||
| 292.0 grams | 13 % | |||||
| 332.0 grams | 9 % | |||||
| 354.0 grams | 6 % | |||||
| 378.0 grams | 4 % | |||||
| 387.9 grams | 2.8 % | |||||
| 388.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/17/2024 ✔