Summary for Test 2026-09-23-40-4
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 211420 DEA: 042G3404 EFIS: 0413000213 COOP: 042617 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-101-21.4/21.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Construct pedestrian and bicycle overcrossing on US 101 between Steele Lane and College Avenue |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 04/19/2016) |
Sample Information
| Sample Taken Date | 09/23/2026 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/24/2026 | Sample type | Quality Control |
| A brief description of the sample | 1/2" x No. 4 & Sand | The quantity of what the sample constitutes | 2 bags |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Mohsen |
| Last name of sampler or witnessed by | Noshad | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shamrock | |
| 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) | 042G3404 |
|---|---|---|---|
| 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 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-09-23-40
DIME Test ID: 2026-09-23-40-4
Testing Lab: Construction Testing Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-09-28
Test Results
What size aggregate is being tested?: 0.5 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: Michael Mahurin
Date of test: 09/25/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 90 % | ||||||
| 65 % | ||||||
| 15 % | ||||||
| 5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): ORCA Aggregate
Test was verified on 9/28/2026 ✔