Summary for Test 2026-03-30-36-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 995494 DEA: 081K4904 EFIS: 0819000050 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R105.1/R105.9 |
| Award Date | 05/28/2024 |
| Closeout Date | Not set |
| Work Description | BUILDING WORK, HMA, AND TEMPORARY PORTABLE SANITARY FACILITIES. |
| Location Description | SAN BERNARDINO COUNTY ABOUT 36 MILES WEST OF NEEDLES FROM 2.1 MILES TO 1.3 MILES WEST OF GOFFS ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/18/2024) |
Sample Information
| Sample Taken Date | 03/30/2026 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/07/2026 | 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 | 10 bags bin agg, 1 bag coldfeed, 1 bag fine RAP, 2 qts LIME |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Kristopher |
| Last name of sampler or witnessed by | Martinez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0173A-26 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ingevity/ LHoist/ Valero/ West Coast Aggs/ 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 Construction-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: 2026-03-30-36
DIME Test ID: 2026-03-30-36-9
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: 2026-04-28
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: Julius Esonwune
Date of test: 04/13/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 75 % | ||||||
| 54 % | ||||||
| 39 % | ||||||
| 29 % | ||||||
| 21 % | ||||||
| 14 % | ||||||
| 10 % | ||||||
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition
Test was verified on 4/28/2026 ✔