Summary for Test 2026-05-01-30-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-3.5/6.8 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC). |
| Location Description | TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 05/01/2026 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 05/05/2026 |
| Sample type | Verification | A brief description of the sample | PSUE 1/2" HMA-A-SP R25 0.25% EVO |
| The quantity of what the sample constitutes | 4 bags comb agg, 1 bag coarse RAP, 1 bag fine RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RJ Noble | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0219A-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ingevity, World Oil, Chandler Agg, Mayhew Agg, RJ Noble | 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 |
|---|---|---|---|
| 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 RJ Noble - Corona | |
| Where the material sample would have been placed if not sampled | asphalt paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | 40R2508SPWEC | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-05-01-30
DIME Test ID: 2026-05-01-30-10
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: 05/08/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 87 % | ||||||
| 59 % | ||||||
| 42 % | ||||||
| 31 % | ||||||
| 21 % | ||||||
| 14 % | ||||||
| 10 % | ||||||
| 6.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate Gradation With RAP Gradation Correction.
Test was verified on 6/22/2026 ✔