Summary for Test 2026-05-12-72-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000680 DEA: 051G9504 EFIS: 0516000005 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-9-9.0/25.5 |
| Award Date | 06/13/2025 |
| Closeout Date | Not set |
| Work Description | DRAINAGE SYSTEM UPGRADES AND SLOPE STABILIZATION AT INLETS & OUTLETS. |
| Location Description | SANTA CRUZ COUNTY NEAR BEN LOMOND AT VARIOUS LOCATIONS FROM SCENIC WAY TO 4.7 MILES NORTH OF THE NORTHERN JUNCTION OF ROUTES 9/236. |
| QA Service Level | 1 (Verified on 10/10/2024) |
Sample Information
| Sample Taken Date | 05/12/2026 | Sample Unique Key | 72 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/12/2026 | Sample type | Quality Control |
| A brief description of the sample | 3/4" x #4 MA Washed aggregate - Perkins Rock Plant weekly gradation | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Wilfredo |
| Last name of sampler or witnessed by | Bucaneg | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Materials - Perkins Rock Plant | |
| 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) | 91-34-0053 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Perkins 3/4" x #4 MA Washed | The fabricator/manufacturer designation for the sample | |
| The plant number | 201 | A detailed description of where the material sample was collected | Perkins Rock Plant - 8760 Kiefer Blvd, Sacramento CA 95826 |
| 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
DIME Sample ID: 2026-05-12-72
DIME Test ID: 2026-05-12-72-1
Testing Lab: Rinker Materials
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-07-14
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Wilfredo Bucaneg
Date of test: 05/17/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 93 % | ||||||
| 23 % | ||||||
| 3 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2026 ✔
