Summary for Test 2026-09-19-36-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000121 DEA: 041Q8204 EFIS: 0418000341 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-101-25.6/26.1 |
| Award Date | 10/20/2025 |
| Closeout Date | Not set |
| Work Description | SF 101-Roadway Rehab 3R |
| Location Description | Route 101 in San Francisco County |
| QA Service Level | 1 (Verified on 07/08/2024) |
Sample Information
| Sample Taken Date | 09/19/2026 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/28/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 1 x 4 PCC Aggregate | The quantity of what the sample constitutes | 1400 Yards |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | James |
| Last name of sampler or witnessed by | Porter | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vanguard Pier 94 | |
| 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) | 91-07-0003 |
|---|---|---|---|
| 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 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-09-19-36
DIME Test ID: 2026-09-19-36-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-10-13
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative 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: Farah Zaremotekhases
Date of test: 09/21/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 59 % | ||||||
| 30 % | ||||||
| 4 % | ||||||
| 3 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/13/2026 ✔