Summary for Test 2025-02-03-7-3
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000606 DEA: 081J3004 EFIS: 0818000016 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-90.9/R96.6 |
| Award Date | 12/06/2024 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), MOD SIGNAL & LTG SYSTEMS, & COLD PLANE AC PVMT. |
| Location Description | SAN BERNARDINO COUNTY IN AND NEAR VICTORVILLE FROM APPLE VALLEY INN ROAD TO ROUTE 15/18 SEPARATION |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 02/03/2025 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 02/05/2025 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-Sp R25 0.6% EVO |
| The quantity of what the sample constitutes | 4 Bags of Combined Aggregate, 2 Bags of RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jediv | Last name of sampler or witnessed by | Vasquez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0125A-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ingevity, World Oil, Cal Portland Scheer Quarry, Agcon Inc | 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) | 91-36-0046, 91-36-0022 |
|---|---|---|---|
| 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 Blue Diamond Victorville Plant | |
| 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 | 300154 R25 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-02-03-7
DIME Test ID: 2025-02-03-7-3
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: 2026-01-30
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Robert Guillen
Date of test: 02/13/2025
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 92 % | ||||||
| 60 % | ||||||
| 40 % | ||||||
| 30 % | ||||||
| 23 % | ||||||
| 17 % | ||||||
| 12 % | ||||||
| 9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 1/30/2026 ✔