Summary for Test 2026-01-16-27-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000786 DEA: 081J4504 EFIS: 0818000043 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-243-0.0/29.7 |
| Award Date | 03/07/2025 |
| Closeout Date | Not set |
| Work Description | HMA, THERMOPLASTIC TRAFFIC STRIPE, AND COLD PLANE AC PAVEMENT. |
| Location Description | RIVERSIDE COUNTY FROM ROUTE 74 AT MOUNTAIN CENTER TO ROUTE 10 IN BANNING |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 01/16/2026 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 01/21/2026 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" WMA A R15 0.40% EVO |
| The quantity of what the sample constitutes | 4 bags coldfeed aggs, 2 bags RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Maryanna | Last name of sampler or witnessed by | Landaverde |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0105A-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ingevity, SJR, 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 AAA Perris | |
| 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 | 103819 PERRIS | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-01-16-27
DIME Test ID: 2026-01-16-27-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-04-03
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: D.T. / J.E.
Date of test: 01/31/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 88 % | ||||||
| 65 % | ||||||
| 49 % | ||||||
| 36 % | ||||||
| 27 % | ||||||
| 19 % | ||||||
| 14 % | ||||||
| 10 % | ||||||
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition
Test was verified on 4/3/2026 ✔