Summary for Test 2026-09-24-48-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001248 DEA: 120K93U4 EFIS: 1224000084 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-57,91-13.9/16.1,4.8/6.6 |
| Award Date | 10/20/2025 |
| Closeout Date | Not set |
| Work Description | CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS. |
| Location Description | ANAHEIM AND PLACENTIA ON ROUTE 57 FROM WAGNER AVENUE OVERCROSSING TO 0.2 MILE NORTH OF MIRALOMA AVENUE OVERCROSSING AND ON ROUTE 91 FROM 0.1 MILE EAST OF ACACIA STREET UNDERCROSSING TO 0.2 MILE EAST OF LA PALMA AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 06/16/2025) |
Sample Information
| Sample Taken Date | 09/24/2026 | Sample Unique Key | 48 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/07/2026 | Sample type | Verification |
| A brief description of the sample | 3/4" HMA-A-SP R15 NO LAS | The quantity of what the sample constitutes | 3 Bags of Combined Agg. 2 Bags of RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | AAA - QC |
| Last name of sampler or witnessed by | AAA - QC | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | 0584A-26 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt - Corona | |
| 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) | 91-33-0005 |
|---|---|---|---|
| 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 Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-09-24-48
DIME Test ID: 2026-09-24-48-9
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: 2026-10-20
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: DP
Date of test: 10/09/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96.7 % | ||||||
| 89.6 % | ||||||
| 63.8 % | ||||||
| 47.1 % | ||||||
| 36.2 % | ||||||
| 27.6 % | ||||||
| 19.6 % | ||||||
| 13.2 % | ||||||
| 9.1 % | ||||||
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition.
Test was verified on 10/20/2026 ✔