Summary for Test 2025-03-18-14-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995067 DEA: 11430394 EFIS: 1118000115 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-23.9/25.1 |
| Award Date | 11/03/2023 |
| Closeout Date | Not set |
| Work Description | WIDEN FREEWAY, STRUCTURES, CONSTRUCT SIGNS, LANDSCAPE AND ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.2 MILE NORTH OF ROUTE 805/52 SEPARATION TO 0.3 MILE SOUTH OF NOBEL DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 12/19/2023) |
Sample Information
| Sample Taken Date | 03/18/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 03/20/2025 |
| Sample type | Quality Control | A brief description of the sample | Plant Sample |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovey |
| Title of sampler | TET | Telephone number of sampler | 6193722435 |
| Laboratory sample identification | 25-3-18-14 | Linked DIME Sample ID | 2025-03-18-13 |
| The fabricator/manufacturer/facility name | Robertson's Miramar | 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) | Not Provided |
|---|---|---|---|
| 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 | stockpile or belt cut | |
| 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 | 23417005SR MM |
Test Details
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DIME Sample ID: 2025-03-18-14
DIME Test ID: 2025-03-18-14-1
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: 2025-03-21
Test Results
What type of gradation is being tested?: HMA 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: Daniel Smith
Date of test: 03/21/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5100.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 140.0 grams | 97 % | |||||
| 1081.0 grams | 79 % | |||||
| 2214.0 grams | 57 % | |||||
| 2926.0 grams | 43 % | |||||
| 512.3 grams | ||||||
| 109.7 grams | 34 % | |||||
| 236.9 grams | 23 % | |||||
| 332.7 grams | 15 % | |||||
| 417.4 grams | 8 % | |||||
| 464.6 grams | 4 % | |||||
| 480.6 grams | 2.7 % | |||||
| 480.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies per Mix Design 35-11
Test was verified on 3/21/2025 ✔