Summary for Test 2025-10-17-15-2
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 | 10/17/2025 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 10/17/2025 |
| Sample type | Acceptance | A brief description of the sample | Class 1 ASB- Grindings - 1355+10-1356+35 1-4 Lifts |
| The quantity of what the sample constitutes | 376 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 | 251017-1 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 | 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: 2025-10-17-15
DIME Test ID: 2025-10-17-15-2
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: 2025-10-21
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: 10/20/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10733.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 137.6 grams | 99 % | |||||
| 229.1 grams | 98 % | |||||
| 941.7 grams | 91 % | |||||
| 1918.6 grams | 82 % | |||||
| 4400.6 grams | 59 % | |||||
| 519.9 grams | ||||||
| 109.9 grams | 47 % | |||||
| 208.2 grams | 35 % | |||||
| 304.6 grams | 24 % | |||||
| 396.0 grams | 14 % | |||||
| 451.9 grams | 8 % | |||||
| 475.5 grams | 5 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2025 ✔