Summary for Test 2026-05-13-75-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001723 DEA: 050N7064 EFIS: 0524000077 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-10.9/12.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | SB 101 - Segment 4E North - Cabrillo |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/03/2025) |
Sample Information
| Sample Taken Date | 05/13/2026 | Sample Unique Key | 75 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/13/2026 | Sample type | Quality Control |
| A brief description of the sample | 1x4 concrete aggregates | The quantity of what the sample constitutes | 1 per batch |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Timothy |
| Last name of sampler or witnessed by | Reyes | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex - Santa Barbara | |
| 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) | 91-56-0032 and 91-56-0014 |
|---|---|---|---|
| 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 or belt cut | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 1610974 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-05-13-75
DIME Test ID: 2026-05-13-75-1
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-10-01
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Timothy Reyes
Date of test: 05/14/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 87 % | ||||||
| 51 % | ||||||
| 32 % | ||||||
| 5 % | ||||||
| 2 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/1/2026 ✔