Summary for Test 2025-11-06-26-1
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 | 11/06/2025 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 11/06/2025 |
| Sample type | Acceptance | A brief description of the sample | 3F36S002 Aggregate |
| The quantity of what the sample constitutes | PIR 439 - CCB Abut 1R Approach Slab - 3F36S002 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Engen |
| Title of sampler | CT Tester | Telephone number of sampler | |
| Laboratory sample identification | 251106-1 3F36S002 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Holliday Rock - Paso Robles | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | CCB Abut 1R Approach Slab | Bid Item | 3857482 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-40-0003 |
|---|---|---|---|
| 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 | Belts @ plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 3F36S002 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-11-06-26
DIME Test ID: 2025-11-06-26-1
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: 2025-11-07
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: R. Zayas
Date of test: 11/06/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 5629.2 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 808.6 grams | 86 % | |||||
| 3553.0 grams | 37 % | |||||
| 4635.2 grams | 18 % | |||||
| 5386.7 grams | 4 % | |||||
| 5447.0 grams | 3 % | |||||
| 5447.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): 1x4 Grad
Test was verified on 11/7/2025 ✔