Summary for Test 2026-03-12-26-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993812 DEA: 11431274 EFIS: 1121000129 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R0.3/R36.0 |
| Award Date | 01/28/2025 |
| Closeout Date | Not set |
| Work Description | CMGC Project- Restore the pavement to a state of good repair through roadway rehabilitation, pavement preservation, drainage restoration, transportation management system upgrades, and American with Disabilities Act (ADA) infrastructure improvements. |
| Location Description | SD County |
| QA Service Level | 1 (Verified on 09/19/2022) |
Sample Information
| Sample Taken Date | 03/12/2026 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | Quality Assurance | A brief description of the sample | Daily Production |
| The quantity of what the sample constitutes | 1 bag | 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 | Martin Marietta Lakeside | 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 | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 21218180AH |
Test Details
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DIME Sample ID: 2026-03-12-26
DIME Test ID: 2026-03-12-26-2
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: 2026-03-20
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: Mohammad Abbassi
Date of test: 03/20/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 4187.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 127.0 grams | 97 % | |||||
| 755.0 grams | 82 % | |||||
| 3001.0 grams | 28 % | |||||
| 576.1 grams | ||||||
| 171.0 grams | 20 % | |||||
| 317.1 grams | 13 % | |||||
| 405.7 grams | 8 % | |||||
| 472.7 grams | 5 % | |||||
| 524.2 grams | 3 % | |||||
| 539.3 grams | 1.8 % | |||||
| 541.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 3/20/2026 ✔