Summary for Test 2026-07-06-43-4
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000320 DEA: 11430324 EFIS: 1118000102 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-14.6/23.7 |
| Award Date | 08/23/2024 |
| Closeout Date | Not set |
| Work Description | MODIFY ELECTRICAL, CONCRETE PAVEMENT, DRAINAGE AND SIGNS. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 805/15 SEPARATION TO 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 07/06/2026 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 07/07/2026 |
| 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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 23417105 MM |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2026-07-5: HMA Aggregates (Size 3/4"): Sieve Analysis | 2 | 2026-07-06-43-4 |
| 2026-07-6: HMA Aggregates (Size 3/4"): Sieve Analysis | 2 | 2026-07-06-43-4 |
| 2026-07-7: HMA Aggregates (Size 3/4"): Sieve Analysis | 2 | 2026-07-06-43-4 |
Test Details
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DIME Sample ID: 2026-07-06-43
DIME Test ID: 2026-07-06-43-4
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: 2026-07-17
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 07/17/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1553.3 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 46.2 grams | -0.5 % | 97 % | ||||
| 157.1 grams | -0.2 % | 90 % | ||||
| 505.7 grams | -0.7 % | 67 % | ||||
| 723.6 grams | -0.2 % | 53 % | ||||
| 911.9 grams | -0.5 % | 41 % | ||||
| 1071.7 grams | -0.7 % | 30 % | ||||
| 1219.3 grams | 0.1 % | 22 % | ||||
| 1328.5 grams | 0.8 % | 15 % | ||||
| 1394.3 grams | 1.1 % | 11.3 % | ||||
| 1394.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): not applicable
Test was verified on 7/17/2026 ✔