Summary for Test 2025-10-20-30-2
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 | 10/20/2025 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 10/20/2025 |
| Sample type | Acceptance | A brief description of the sample | Class 1 ASB- Grindings - 1372+20-1375+00 1-4 Lifts |
| The quantity of what the sample constitutes | 500 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 | 251020-1 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: 2025-10-20-30
DIME Test ID: 2025-10-20-30-2
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: 2025-10-27
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 | ||||
|---|---|---|---|---|---|---|
| 11153.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 160.7 grams | 99 % | |||||
| 408.0 grams | 96 % | |||||
| 1556.2 grams | 86 % | |||||
| 2980.2 grams | 73 % | |||||
| 5770.4 grams | 48 % | |||||
| 517.3 grams | ||||||
| 164.4 grams | 33 % | |||||
| 284.7 grams | 22 % | |||||
| 368.0 grams | 14 % | |||||
| 434.3 grams | 8 % | |||||
| 469.2 grams | 4 % | |||||
| 483.4 grams | 3.1 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2025 ✔