Summary for Test 2026-04-21-45-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1002130 DEA: 113A9454 EFIS: 1125000160 |
|---|---|
| DIST-CO-RTE-PM | 11-UNKNOWN--unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Ramp Pavement |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/22/2026) |
Sample Information
| Sample Taken Date | 04/21/2026 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 04/22/2026 |
| 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 | Eddie | Last name of sampler or witnessed by | Bidinger |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marrietta Lake Elsinore | 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 | 53418180 |
Test Details
DIME Sample ID: 2026-04-21-45
DIME Test ID: 2026-04-21-45-3
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: 2026-05-08
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 04/30/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1896.4 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 68.0 grams | 0.0 % | 96 % | ||||
| 418.3 grams | 0.0 % | 78 % | ||||
| 766.6 grams | 0.5 % | 60 % | ||||
| 1391.3 grams | 1.0 % | 28 % | ||||
| 1554.9 grams | 2.0 % | 20 % | ||||
| 1655.1 grams | 0.0 % | 13 % | ||||
| 1715.9 grams | 2.0 % | 12 % | ||||
| 1753.9 grams | 2.5 % | 10 % | ||||
| 1780.9 grams | 1.0 % | 7 % | ||||
| 1804.6 grams | 1.0 % | 5.8 % | ||||
| 1809.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Does Not Comply - Out on 1/2" & 3/8"
Test was verified on 5/8/2026 ✔
