Summary for Test 2025-10-08-39-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO,KER-46-60.3/60.8,0.0/0.4 |
| Award Date | 12/13/2024 |
| Closeout Date | Not set |
| Work Description | VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE. |
| Location Description | SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE. |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 10/08/2025 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 10/08/2025 |
| Sample type | Acceptance | A brief description of the sample | Class 2 Base - SPM Avenal |
| The quantity of what the sample constitutes | 708 tons | 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 | Class 2 AB 251008-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sierra Pacific Materials Avenal | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3916769 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0006 |
|---|---|---|---|
| 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 | Windrow | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-10-08-39
DIME Test ID: 2025-10-08-39-2
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: 2025-10-13
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: 10/08/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 5812.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 184.5 grams | 97 % | |||||
| 1765.0 grams | 70 % | |||||
| 2483.7 grams | 57 % | |||||
| 2780.5 grams | 52 % | |||||
| 508.7 grams | ||||||
| 93.1 grams | 42 % | |||||
| 164.9 grams | 35 % | |||||
| 228.9 grams | 29 % | |||||
| 328.8 grams | 18 % | |||||
| 424.2 grams | 9 % | |||||
| 454.4 grams | 5.6 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/13/2025 ✔