Summary for Test 2026-04-20-37-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 995493 DEA: 081G6704 EFIS: 0816000049 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-79-5.4/11.4 |
| Award Date | 05/23/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, SOIL NAIL, STRUCTURAL CONCRETE AND ROADWAY EXC. |
| Location Description | RIVERSIDE COUNTY NEAR TEMECULA FROM 0.4 MILE SOUTH OF SAGE ROAD TO 1.1 MILES SOUTH OF PAUBA ROAD |
| QA Service Level | 1 (Verified on 12/18/2023) |
Sample Information
| Sample Taken Date | 04/20/2026 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/23/2026 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" HMA-A-SP R25 0.25% Evo | The quantity of what the sample constitutes | 4 Bags Comb. Agg, 2 Bags Fine RAP, 2 Bags Coarse RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jacob |
| Last name of sampler or witnessed by | . | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0206A-26 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mayhew/Chandler Aggs, World Oil, Ingevity | |
| 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) | 91-33-0039, 91-33-0014 |
|---|---|---|---|
| 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 | R.J. Noble Company - 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 | 36R2503SPWEC | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-04-20-37
DIME Test ID: 2026-04-20-37-9
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: 2026-06-22
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: Amir Sarder
Date of test: 05/05/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 93 % | ||||||
| 83 % | ||||||
| 63 % | ||||||
| 45 % | ||||||
| 33 % | ||||||
| 24 % | ||||||
| 16 % | ||||||
| 11 % | ||||||
| 8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition
Test was verified on 6/22/2026 ✔