Summary for Test 2026-06-01-58-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1002108 DEA: 081T3104 EFIS: 0826000039 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-74.5/92.1 |
| Award Date | 11/17/2025 |
| Closeout Date | Not set |
| Work Description | Repair fire damaged roadway, guardrails, signs and existing drainage systems |
| Location Description | In Riverside County in Santa Rosa and San Jacinto Mountains National Monument from on State Route 74(SR 74) from Postmile 74.5 to Postmile 92.1 |
| QA Service Level | 1 (Verified on 04/29/2026) |
Sample Information
| Sample Taken Date | 06/01/2026 | Sample Unique Key | 58 |
|---|---|---|---|
| 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 | 06/05/2026 |
| Sample type | Verification | A brief description of the sample | PSU, 3/4" HMA A R25 0.5% LAS |
| The quantity of what the sample constitutes | PSU, 4 Bags of Cold-feed, 1 Bag of Combined RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Abbas | Last name of sampler or witnessed by | Khansar |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0277A-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction - Desert Hot spring | 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) | 91-33-0072 |
|---|---|---|---|
| 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 of Coarse and Fine Aggregate at Source | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 1466 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-06-01-58
DIME Test ID: 2026-06-01-58-1
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: 2026-07-07
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): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: D.Lowe
Date of test: 06/08/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 93 % | ||||||
| 80 % | ||||||
| 71 % | ||||||
| 48.8 % | ||||||
| 34 % | ||||||
| 24 % | ||||||
| 17 % | ||||||
| 11 % | ||||||
| 6 % | ||||||
| 3.7 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation.
Test was verified on 7/7/2026 ✔