Summary for Test 2026-06-07-7-2
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 | 06/07/2026 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 06/08/2026 |
| Sample type | Quality Assurance | A brief description of the sample | Normal Production |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Mohammed | Last name of sampler or witnessed by | Masud |
| 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: 2026-06-07-7
DIME Test ID: 2026-06-07-7-2
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: 2026-06-30
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: 06/16/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 4311.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 163.0 grams | 96 % | |||||
| 697.0 grams | 84 % | |||||
| 2932.0 grams | 32 % | |||||
| 342.6 grams | ||||||
| 111.3 grams | 22 % | |||||
| 198.8 grams | 13 % | |||||
| 245.6 grams | 9 % | |||||
| 271.3 grams | 7 % | |||||
| 308.0 grams | 3 % | |||||
| 317.6 grams | 2.3 % | |||||
| 319.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): complies
Test was verified on 6/30/2026 ✔