Summary for Test 2025-06-09-21-1
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 | 06/09/2025 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 06/10/2025 |
| 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 | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Recycled class 2 AB Rte 46 |
|---|---|---|---|
| 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: 2025-06-09-21
DIME Test ID: 2025-06-09-21-1
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: 2025-06-10
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: Neale Brown
Date of test: 06/09/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10398 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 332.5 grams | 97 % | |||||
| 1636.5 grams | 84 % | |||||
| 2722.0 grams | 74 % | |||||
| 4998.0 grams | 52 % | |||||
| 491.8 grams | ||||||
| 128.2 grams | 38 % | |||||
| 228.1 grams | 28 % | |||||
| 314.4 grams | 19 % | |||||
| 384.4 grams | 11 % | |||||
| 430.0 grams | 7 % | |||||
| 455.6 grams | 4 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Y1304_37042_250609_Class2AB | 28.60 KB | 06/10/2025 | 2025-06-09-21-1 | Info |
Test was verified on 6/10/2025 ✔