Summary for Test 2026-09-22-8-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993446 DEA: 120J34U4 EFIS: 1218000034 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-55,55-29.6,R6.4/10.3 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | CONSTR BRIDGES, RW, SW, JPCP, HMA PVMT, DRAINAGE AND ELECT SYSTEMS. |
| Location Description | ORANGE COUNTY IN IRVINE, SANTA ANA, AND TUSTIN ON ROUTE 5 AT NEWPORT AVENUE UNDERCROSSING AND ON ROUTE 55 FROM 0.4 MILE NORTH OF ROUTE 55/405 SEPARATION TO 0.1 MILE SOUTH OF ROUTE 5/55 SEPARATION |
| QA Service Level | 1 (Verified on 06/24/2022) |
Sample Information
| Sample Taken Date | 09/22/2026 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2026 | Sample type | Verification |
| A brief description of the sample | 1/2" HMA-A R25 0.75% LAS | The quantity of what the sample constitutes | 4 Bags of Agg, 2 Bags of Combined RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | QC Vulcan |
| Last name of sampler or witnessed by | QC Vulcan | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0570A-26 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials - Irwnindale | |
| 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) | 91-19-0035 |
|---|---|---|---|
| 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 | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-09-22-8
DIME Test ID: 2026-09-22-8-9
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: 2026-10-09
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: 09/26/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96.7 % | ||||||
| 74.4 % | ||||||
| 55.3 % | ||||||
| 40.6 % | ||||||
| 29.6 % | ||||||
| 20.3 % | ||||||
| 13.1 % | ||||||
| 8.7 % | ||||||
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition.
Test was verified on 10/9/2026 ✔