Summary for Test 2026-06-02-41-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1002087 DEA: 043AA904 EFIS: 0420000066 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-131-1.95 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | 3AA90 INSTALL SOLDIER PILE AND LAGGING WALL, AND RECONSTRUCT - Hwy 131 PM 1.95 |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/20/2026) |
Sample Information
| Sample Taken Date | 06/02/2026 | 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 | 06/02/2026 |
| Sample type | Acceptance | A brief description of the sample | 1 bag of sand |
| The quantity of what the sample constitutes | 36 Yards | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Casey | Last name of sampler or witnessed by | Farrington |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock Petaluma | 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) | Vulcan Landing Way Terminal |
|---|---|---|---|
| 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 at Vulcan Landing Way Terminal | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-06-02-41
DIME Test ID: 2026-06-02-41-1
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-06-04
Test Results
What size aggregate is being tested?: Fine 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: Measured
Tester's full name: Casey Farrington
Date of test: 06/02/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 511 grams | ||||||
| 0.0 grams | 100 % | |||||
| 12.3 grams | 98 % | |||||
| 88.2 grams | 83 % | |||||
| 171.0 grams | 67 % | |||||
| 270.4 grams | 47 % | |||||
| 399.8 grams | 22 % | |||||
| 478.5 grams | 6 % | |||||
| 499.4 grams | 2 % | |||||
| 499.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/4/2026 ✔