Summary for Test 2026-02-13-31-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 02/13/2026 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/13/2026 | Sample type | Acceptance |
| A brief description of the sample | Class 1 ASB- Grindings - 1361+55-1369+55 1st Lift | The quantity of what the sample constitutes | 136 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Sal |
| Last name of sampler or witnessed by | Zepeda | Title of sampler | CT Consultant |
| Telephone number of sampler | Laboratory sample identification | 260213-1 Class 1 ASB Grind | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3857458 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Jobsite |
|---|---|---|---|
| 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 | Roadway | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-02-13-31
DIME Test ID: 2026-02-13-31-2
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-02-19
Test Results
What size aggregate is being tested?: Combined Gradation
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: Measured
Tester's full name: J. Azelton
Date of test: 02/18/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing |
|---|---|---|
| 10252.4 grams | ||
| 0.0 grams | 100 % | |
| 0.0 grams | 100 % | |
| 0.0 grams | 100 % | |
| 90.4 grams | 99 % | |
| 307.4 grams | 97 % | |
| 580.1 grams | 94 % | |
| 1704.7 grams | 83 % | |
| 2666.9 grams | 74 % | |
| 4763.5 grams | 54 % | |
| 513.5 grams | ||
| 149.2 grams | 38 % | |
| 216.3 grams | 31 % | |
| 276.7 grams | 25 % | |
| 351.3 grams | 17 % | |
| 406.3 grams | 11 % | |
| 435.7 grams | 8.2 % | |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/19/2026 ✔