Summary for Test 2026-01-07-23-2
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 | 01/07/2026 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 01/07/2026 |
| Sample type | Acceptance | A brief description of the sample | Class 2 Base - SPM Avenal |
| The quantity of what the sample constitutes | 900 tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Azelton |
| Title of sampler | CT | Telephone number of sampler | |
| Laboratory sample identification | Class 2 AB 260107-1 | 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: 2026-01-07-23
DIME Test ID: 2026-01-07-23-2
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: 2026-01-09
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: Eneas Patron
Date of test: 01/09/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 5689.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 220.4 grams | 96 % | |||||
| 1276.5 grams | 78 % | |||||
| 1909.6 grams | 66 % | |||||
| 2895.3 grams | 49 % | |||||
| 516.4 grams | ||||||
| 92.9 grams | 40 % | |||||
| 163.4 grams | 33 % | |||||
| 238.8 grams | 26 % | |||||
| 350.5 grams | 16 % | |||||
| 426.7 grams | 9 % | |||||
| 442.6 grams | 7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/9/2026 ✔