Summary for Test 2026-04-21-45-2
Test performed: AASHTO T27-14Project 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: 2026-04-21-45-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-05-05
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 04/30/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6288.4 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 139.0 grams | 98 % | |||||
| 1100.0 grams | 83 % | |||||
| 2218.0 grams | 65 % | |||||
| 4521.0 grams | 28 % | |||||
| 497.9 grams | ||||||
| 163.0 grams | 19 % | |||||
| 295.6 grams | 11 % | |||||
| 362.1 grams | 8 % | |||||
| 397.6 grams | 6 % | |||||
| 434.0 grams | 4 % | |||||
| 451.8 grams | 2.6 % | |||||
| 453.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/5/2026 ✔
