Summary for Test 2025-10-06-25-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 995242 DEA: 060Y1304 EFIS: 0619000010 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-33-40.4/59.3 |
| Award Date | 06/20/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, PLACE HMA AND RHMA-G, AND REPLACE CULVERTS. |
| Location Description | KERN COUNTY ABOUT 8 MILES NORTH OF MCKITTRICK FROM CYMRIC WASH BRIDGE TO 0.8 MILE SOUTH OF ROUTE 46 |
| QA Service Level | 1 (Verified on 09/03/2024) |
Sample Information
| Sample Taken Date | 10/06/2025 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 10/07/2025 |
| Sample type | Acceptance | A brief description of the sample | Class 2 AB Recyled |
| The quantity of what the sample constitutes | 1 bags class 2 AB | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Amber | Last name of sampler or witnessed by | McCracken |
| Title of sampler | Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite On Site Crushing Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3905094 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Recycled class 2 AB James Rd |
|---|---|---|---|
| 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 in the field. | |
| 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: 2025-10-06-25
DIME Test ID: 2025-10-06-25-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-10-08
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: Mike Cozad
Date of test: 10/08/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10432.5 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 532.5 grams | 95 % | |||||
| 2303.0 grams | 78 % | |||||
| 3408.5 grams | 67 % | |||||
| 5472.0 grams | 48 % | |||||
| 512.4 grams | ||||||
| 129.0 grams | 36 % | |||||
| 230.4 grams | 26 % | |||||
| 316.1 grams | 18 % | |||||
| 386.2 grams | 12 % | |||||
| 438.0 grams | 7 % | |||||
| 465.6 grams | 4.4 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Y1304_37042_251006_Class2AB | 28.46 KB | 10/08/2025 | 2025-10-06-25-1 | Info |
Test was verified on 10/8/2025 ✔