Summary for Test 2025-11-05-41-1
Test performed: ASTM C136-19Project Information
| Project Identifiers | Project ID: 1001028 DEA: 07317804 EFIS: 0715000274 COOP: 075065 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-34-6.3 |
| Award Date | 10/29/2024 |
| Closeout Date | Not set |
| Work Description | Construct grade separation structure and connector ramps |
| Location Description | SR34 and Rice Avenue, Oxnard |
| QA Service Level | 2 (Verified on 02/25/2025) |
Sample Information
| Sample Taken Date | 11/05/2025 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 11/05/2025 |
| Sample type | Quality Control | A brief description of the sample | 1 Bucket of 1/2", 1 Bucket of 3/8", & 1 Bucket of Sand |
| The quantity of what the sample constitutes | 1 Bucket of 1/2", 1 Bucket of 3/8", 1 Bucket of Sand | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Benjamin | Last name of sampler or witnessed by | Aragon |
| Title of sampler | QC Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Con-Fab California, LLC - Shafter | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Rice Avenue OH | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Con-Fab California, LLC Shafter |
|---|---|---|---|
| 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 | Stockpile @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | SCC-S8.5-0FG | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-11-05-41
DIME Test ID: 2025-11-05-41-1
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-11-07
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type): Yes
Input Type: Calculated
Tester's full name: Benjamin Aragon
Date of test: 11/05/2025
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 94.1 %
Cumulative percent passing the 3/8 in. sieve: 74.2 %
Cumulative percent passing the #4 sieve: 49.3 %
Cumulative percent passing the #8 sieve: 41.3 %
Cumulative percent passing the #16 sieve: 32.3 %
Cumulative percent passing the #30 sieve: 19.8 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 1.4 %
Cumulative percent passing the #200 sieve: 0.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/7/2025 ✔