Summary for Test 2026-03-20-15-2
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 | 03/20/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/20/2026 | Sample type | Quality Assurance |
| A brief description of the sample | LCB Class 2 Base | The quantity of what the sample constitutes | 3/20/26 Production |
| 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 | 260320-1 LCB Agg | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Atkinson Construction | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3857460 |
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: 2026-03-20-15
DIME Test ID: 2026-03-20-15-2
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: 2026-03-23
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: R. Zayas
Date of test: 03/23/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing |
|---|---|---|
| 5780.1 grams | ||
| 0.0 grams | 100 % | |
| 0.0 grams | 100 % | |
| 0.0 grams | 100 % | |
| 0.0 grams | 100 % | |
| 0.0 grams | 100 % | |
| 210.9 grams | 96 % | |
| 1174.9 grams | 80 % | |
| 1767.6 grams | 69 % | |
| 2902.1 grams | 50 % | |
| 499.8 grams | ||
| 113.4 grams | 39 % | |
| 187.9 grams | 31 % | |
| 256.8 grams | 24 % | |
| 355.5 grams | 14 % | |
| 415.1 grams | 8 % | |
| 439.1 grams | 6.1 % | |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/23/2026 ✔