Summary for Test 2026-05-06-63-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001197 DEA: 07319604 EFIS: 0716000025 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-1,101-21.3/21.9,R34.9/R36.1 |
| Award Date | 09/16/2025 |
| Closeout Date | Not set |
| Work Description | REMOVE AND CONSTRUCT BRIDGE. |
| Location Description | VENTURA COUNTY ON ROUTE 1 FROM 1.8 MILES NORTH OF ROUTE 1/33 SEPARATION TO 2.0 MILES SOUTH OF A LEASE CANYON ROAD AND ON ROUTE 101 FROM 0.4 MILE NORTH OF DULAH ROAD UNDERCROSSING TO SAN MIGUELITO ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/01/2025) |
Sample Information
| Sample Taken Date | 05/06/2026 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/08/2026 | Sample type | Verification |
| A brief description of the sample | 3/4" HMA A SP RAP 25% LAS 0.5% | The quantity of what the sample constitutes | PSU, 4 Bags of Cold feed, 1 Bag of Combined RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Christopher |
| Last name of sampler or witnessed by | Hurtado | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0220A-26 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan - Saticoy | |
| 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, 91-19-0020 |
|---|---|---|---|
| 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 Vulcan -Saticoy | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 220200 SAT VLO | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-05-06-63
DIME Test ID: 2026-05-06-63-10
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: 2026-06-22
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: JE
Date of test: 05/16/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 84 % | ||||||
| 67 % | ||||||
| 45 % | ||||||
| 35 % | ||||||
| 25 % | ||||||
| 17 % | ||||||
| 10 % | ||||||
| 6 % | ||||||
| 3.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined aggregate Gradation With RAP Gradation Correction.
Test was verified on 6/22/2026 ✔