Summary for Test 2025-07-11-35-2
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 | 07/11/2025 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/11/2025 | Sample type | Acceptance |
| A brief description of the sample | Class 1 ASB- Grindings - 1375+00-1381+67 1st Lift | The quantity of what the sample constitutes | 500 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Will |
| Last name of sampler or witnessed by | Wojdylak | Title of sampler | CT Consultant |
| Telephone number of sampler | Laboratory sample identification | 250711-2 Class 1 ASB Grind | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Papich Construction | |
| 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) | 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: 2025-07-11-35
DIME Test ID: 2025-07-11-35-2
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: 2025-07-22
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: Sal Zepeda
Date of test: 07/14/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing |
|---|---|---|
| 13832.1 grams | ||
| 252.9 grams | 98 % | |
| 252.9 grams | 98 % | |
| 1045.5 grams | 92 % | |
| 1177.9 grams | 91 % | |
| 1314.0 grams | 91 % | |
| 1779.4 grams | 87 % | |
| 3386.6 grams | 76 % | |
| 4612.4 grams | 67 % | |
| 7371.2 grams | 47 % | |
| 479.6 grams | ||
| 142.8 grams | 33 % | |
| 269.4 grams | 21 % | |
| 377.3 grams | 10 % | |
| 445.0 grams | 3 % | |
| 468.6 grams | 1 % | |
| 472.4 grams | 0.7 % | |
General comments (publicly viewable) (Max 1000 characters): Fails Contract Compliance on 3" sieve.
Test was verified on 7/22/2025 ✔