Summary for Test 2023-02-21-34-2
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 | 02/21/2023 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 02/21/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-SP Type A |
| The quantity of what the sample constitutes | 2 boxes | From where was the sample collected | Supplier |
| 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 | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 3 |
| Sublot number | 2 | HMA Mix Number | DO4 JMF 22 016 |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-02-21-34
DIME Test ID: 2023-02-21-34-2
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: 2023-05-03
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Cody Cordero
Date of test: 02/23/2023
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1800.0 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 50.0 grams | 0.6 % | 98 % | ||||
| 600.0 grams | -1.1 % | 66 % | ||||
| 918.0 grams | -1.2 % | 48 % | ||||
| 1152.0 grams | -0.9 % | 35 % | ||||
| 1314.0 grams | -1.1 % | 26 % | ||||
| 1458.0 grams | -0.8 % | 18 % | ||||
| 1566.0 grams | -0.6 % | 12 % | ||||
| 1603.8 grams | -0.2 % | 10.7 % | ||||
| 1798.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/3/2023 ✔