Summary for Test 2026-04-16-53-1
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 210160 DEA: 101E2204 EFIS: 1015000011 COOP: 10439 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-580-13.3/13.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Widen existing road under I-580 to accommodate ramp widening and additional left turn lanes . Proposes to replace existing two lane bridge over the adjacent California Aqueduct on the east side of the Interchange and add two additional lanes |
| Location Description | Between I-580 and Old Schulte Road |
| QA Service Level | 2 (Verified on 01/30/2015) |
Sample Information
| Sample Taken Date | 04/16/2026 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 04/17/2026 |
| Sample type | Quality Control | A brief description of the sample | 3/4" x no.4 and top sand |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Sebastian Seda | Last name of sampler or witnessed by | Ignacio |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Central Concrete | 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) | SMARA 91-01-0010 |
|---|---|---|---|
| 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 | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-04-16-53
DIME Test ID: 2026-04-16-53-1
Testing Lab: Construction Testing Services
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-04-28
Test Results
Number of tests: 3
Input Type: Calculated
Tester's full name: Michael Mahurin
Date of test: 04/22/2026
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 4.6
Sand reading (test 1): 3.9
Clay reading (test 2): 4.7
Sand reading (test 2): 4
Clay reading (test 3): 4.8
Sand reading (test 3): 4.1
Sand equivalent (test 1): 85
Sand equivalent (test 2): 86
Sand equivalent (test 3): 86
Sand equivalent before temperature correction: 86
Sand equivalent after temperature correction: 86
General comments (publicly viewable) (Max 1000 characters): ASTM C33 Fine Agg-Top Sand (Vulcan-Pleasanton)
Test was verified on 4/28/2026 ✔