Summary for Test 2026-05-12-73-1
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 | 73 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | 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 | 3/8" 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 3/8" 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 | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2026-05-12-73
DIME Test ID: 2026-05-12-73-1
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?: 0.375 in x No. 8 - 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: 05/12/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 89 % | ||||||
| 6 % | ||||||
| 2 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2026 ✔
