Summary for Test 2023-05-06-7-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 05/06/2023 | 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 | 05/08/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-SP Type A |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Valdez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Dutra Richmond | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-07-0006 |
|---|---|---|---|
| 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 | HMA Plant Cold Feed Conveyor | |
| 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 | 1 | |
| Sublot number | 6 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-05-06-7
DIME Test ID: 2023-05-06-7-3
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2023-05-15
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 05/08/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1801 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 48.0 grams | 97 % | |||||
| 476.0 grams | 74 % | |||||
| 847.0 grams | 53 % | |||||
| 1063.0 grams | 41 % | |||||
| 1207.0 grams | 33 % | |||||
| 1369.0 grams | 24 % | |||||
| 1513.0 grams | 16 % | |||||
| 1608.3 grams | 10.7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2023 ✔