Summary for Test 2025-07-17-114-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001060 DEA: 112N2344 EFIS: 1124000192 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-15-0.4/T2.8 |
| Award Date | 05/20/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC, RHMA-G OVERLAY, PAVEMENT MARKING AND SHOULDER BACKING. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM MAIN STREET UNDERCROSSING TO 0.6 MILE NORTH OF ROUTE 15/94 SEPARATION |
| QA Service Level | 1 (Verified on 05/30/2025) |
Sample Information
| Sample Taken Date | 07/17/2025 | Sample Unique Key | 114 |
|---|---|---|---|
| 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 | 07/18/2025 |
| Sample type | Per Request | 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 | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-07-17-114-A | Linked DIME Sample ID | 2025-07-17-113 |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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) | N/A |
|---|---|---|---|
| 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 | 326122 Otay SJR |
Test Details
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DIME Sample ID: 2025-07-17-114
DIME Test ID: 2025-07-17-114-1
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: 2025-08-19
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: 08/19/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 4538.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 213.0 grams | 95 % | |||||
| 942.0 grams | 79 % | |||||
| 2703.0 grams | 40 % | |||||
| 387.1 grams | ||||||
| 180.2 grams | 21 % | |||||
| 273.5 grams | 12 % | |||||
| 314.3 grams | 8 % | |||||
| 339.1 grams | 5 % | |||||
| 357.2 grams | 3 % | |||||
| 364.0 grams | 2.4 % | |||||
| 364.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 8/19/2025 ✔