Summary for Test 2025-02-25-14-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R134.0/R156.5 |
| Award Date | 06/22/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB |
| Location Description | RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 02/25/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/28/2025 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" HMA-A-SP R24 1.0% LSM | The quantity of what the sample constitutes | 3 bags virgin agg, 3 bags lime treated agg, 2 bags of coldfeed, 1 bag each RAP (Coarse and Fine) |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Kristopher |
| Last name of sampler or witnessed by | Martinez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0149A-25 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ehrenburg Pit/ Holly Frontier/ LHoist/ Project Roadway | |
| 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) | EHRENBERG PIT CM203 |
|---|---|---|---|
| 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 | belt cut at FISHER SAND AND GRAVEL TEMPE AZ | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | CA125MA | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-02-25-14
DIME Test ID: 2025-02-25-14-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-01-30
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: Calculated
Tester's full name: David Padilla/ D.M.
Date of test: 03/07/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 86 % | ||||||
| 79 % | ||||||
| 53 % | ||||||
| 34 % | ||||||
| 23 % | ||||||
| 15 % | ||||||
| 6 % | ||||||
| 3 % | ||||||
| 1.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined L.T. Aggregate Gradation
Test was verified on 1/30/2026 ✔