Summary for Test 2026-01-12-13-3
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
| Award Date | 02/05/2021 |
| Closeout Date | Not set |
| Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
| Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
| QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
| Sample Taken Date | 01/12/2026 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 01/14/2026 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 No LAS |
| The quantity of what the sample constitutes | 4 bags comb agg, 2 bags RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RMA | Last name of sampler or witnessed by | L. Riley |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0100A-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | SJR/ AAA-Corona Quarry | 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) | 91-33-0005 |
|---|---|---|---|
| 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 All American Asphalt Corona | |
| 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 | 105793 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-01-12-13
DIME Test ID: 2026-01-12-13-3
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: 2026-05-07
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): Yes
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: EJ/DP
Date of test: 01/16/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 94 % | ||||||
| 84 % | ||||||
| 72 % | ||||||
| 46 % | ||||||
| 30 % | ||||||
| 20 % | ||||||
| 14 % | ||||||
| 9 % | ||||||
| 6 % | ||||||
| 4.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate Gradation
Test was verified on 5/7/2026 ✔