Summary for Test 2025-04-10-24-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 995255 DEA: 041J9604 EFIS: 0414000403 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-1-22.8/33.0,45.0/50.5 |
| Award Date | 02/13/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, RHMA, HMA, MGS, CURB RAMPS, SIDEWALKS, AND CULVERTS. |
| Location Description | MARIN COUNTY IN AND NEAR POINT REYES STATION FROM FIVE BROOKS TO 1.9 MILES NORTH OF CYPRESS ROAD AND IN AND NEAR TOMALES FROM 0.2 MILES SOUTH OF TOMALES TO 4.4 MILES NORTH OF TOMALES |
| QA Service Level | 1 (Verified on 10/18/2023) |
Sample Information
| Sample Taken Date | 04/10/2025 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 04/11/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" RHMA-G-WMA |
| The quantity of what the sample constitutes | 1 BAG PER BIN | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Casey | Last name of sampler or witnessed by | Farrington |
| Title of sampler | Plant QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | BoDean Company | 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) | 91-49-0032 |
|---|---|---|---|
| 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 | Batch Plant Hot Bins | |
| 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 | 2 | |
| Sublot number | 1 | Aggregate Mix Number | 700SPW16 |
Test Details
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DIME Sample ID: 2025-04-10-24
DIME Test ID: 2025-04-10-24-3
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: 2025-04-23
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 04/14/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 83 % | ||||||
| 59 % | ||||||
| 44 % | ||||||
| 31 % | ||||||
| 23 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
| 6.7 % | ||||||
General comments (publicly viewable) (Max 1000 characters): RAP
Test was verified on 4/23/2025 ✔