Summary for Test 2025-04-07-59-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000669 DEA: 072XA704 EFIS: 0725000022 |
|---|---|
| DIST-CO-RTE-PM | 07---unknown |
| Award Date | 09/27/2024 |
| Closeout Date | 01/26/2026 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/14/2024) |
Sample Information
| Sample Taken Date | 04/07/2025 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/10/2025 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" WMA-A-SP R25 0.25% EVO | The quantity of what the sample constitutes | 4 Bags of Comb. Agg, 1 Bag Rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Victor |
| Last name of sampler or witnessed by | Pham | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0207A-25 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | R.J. Noble -Orange | |
| 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) | 91-33-0027, 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 | Belt Cut at RJ Noble Orange 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 | 36R2508SPWEO | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2025-04-07-59
DIME Test ID: 2025-04-07-59-9
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: 2025-07-31
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: Satish Jain
Date of test: 04/22/2025
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 76 % | ||||||
| 55 % | ||||||
| 41 % | ||||||
| 31 % | ||||||
| 24 % | ||||||
| 17 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 7/31/2025 ✔
