Summary for Test 2026-01-19-10-3
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000641 DEA: 080G8504 EFIS: 0815000218 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R71.2/R72.6 |
| Award Date | 04/03/2025 |
| Closeout Date | Not set |
| Work Description | BUILDING WORK. |
| Location Description | RIVERSIDE COUNTY NEAR INDIO FROM 0.9 MILE WEST TO 0.5 MILE EAST OF THE CACTUS CITY SAFETY ROADSIDE REST AREAS |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 01/19/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 02/02/2026 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R25 1.0% LSM 0.3% EVO |
| The quantity of what the sample constitutes | 3 bags comb agg, 10 bags BIN agg, 5 bags Lime Treated agg, 1 bag coarse RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Alberto | Last name of sampler or witnessed by | Pineda Gonzalez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0108A-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ingevity/ LHoist/ Valero/ West Coast Agg/ Granite | 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 at Granite Desert Hot Spring | |
| 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 | 14747 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-01-19-10
DIME Test ID: 2026-01-19-10-3
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: 2026-04-03
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: R.G.
Date of test: 02/04/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96.2 % | ||||||
| 78 % | ||||||
| 70.3 % | ||||||
| 45.3 % | ||||||
| 35.2 % | ||||||
| 28.1 % | ||||||
| 20.3 % | ||||||
| 13.4 % | ||||||
| 8.2 % | ||||||
| 5.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Comb. Aggregate Gradation W/ RAP Gradation Correction.
Test was verified on 4/3/2026 ✔