Summary for Test 2024-06-10-79-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995155 DEA: 040Q8104 EFIS: 0418000158 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-121-16.0 |
| Award Date | 12/29/2023 |
| Closeout Date | 01/09/2025 |
| Work Description | REPAIR PAVEMENT, REPLACE DRAINAGE SYSTEMS, AND REPLACE GUARDRAIL. |
| Location Description | NAPA COUNTY AT CIRCLE OAKS AT WOODEN VALLEY ROAD |
| QA Service Level | 1 (Verified on 11/06/2023) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 79 |
|---|---|---|---|
| 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 | 06/10/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA 15%Rap Aggregates |
| The quantity of what the sample constitutes | Production Startup first 750 tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Hall |
| Title of sampler | Lab Technician | Telephone number of sampler | 7072999133 |
| Laboratory sample identification | Con_24_423 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Vallejo Batch Plant | 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) | 91-48-0002 |
|---|---|---|---|
| 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 | sampled from bins at the batch plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-10-79
DIME Test ID: 2024-06-10-79-1
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: 2024-06-17
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?: No
Input Type: Calculated
Tester's full name: Nicholas Hall
Date of test: 06/13/2024
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96 % | ||||||
| 81 % | ||||||
| 53 % | ||||||
| 32 % | ||||||
| 19 % | ||||||
| 11 % | ||||||
| 7 % | ||||||
| 4 % | ||||||
| 2.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): failed coarse on the #30
Test was verified on 6/17/2024 ✔