Summary for Test 2026-03-12-31-19
Test performed: AASHTO T30-19
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Project Information
| Project Identifiers | Project ID: 995065 DEA: 112N1764 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-8-R50.3/R96.7 |
| Award Date | 05/01/2025 |
| Closeout Date | Not set |
| Work Description | MICROSURFACING, SHOULDER BACKING, PAVEMENT MARKING, & INSTALL SIGNS. |
| Location Description | IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF BONDS CORNER OVERCROSSING TO 0.2 MILE EAST OF FOURTH AVENUE OVERCROSSING . |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 03/12/2026 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 03/13/2026 |
| Sample type | Verification | A brief description of the sample | JMFR |
| The quantity of what the sample constitutes | 5 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | API Gateway | 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) | See Mix |
|---|---|---|---|
| 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 | Plant | |
| 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 | ||
| Sublot number | Aggregate Mix Number | 40 API Val |
Test Details
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DIME Sample ID: 2026-03-12-31
DIME Test ID: 2026-03-12-31-19
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-03-27
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 03/26/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1897.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 93.6 grams | 95 % | |||||
| 240.4 grams | 87 % | |||||
| 543.0 grams | 71 % | |||||
| 1348.8 grams | 29 % | |||||
| 1620.8 grams | 15 % | |||||
| 1704.5 grams | 10 % | |||||
| 1764.2 grams | 7 % | |||||
| 1811.3 grams | 5 % | |||||
| 1843.0 grams | 3 % | |||||
| 1860.8 grams | 1.9 % | |||||
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 3/27/2026 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.