Summary for Test 2024-06-14-30-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,-46-26.1/30.2 |
| Award Date | 07/17/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY. |
| Location Description | KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT |
| QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
| Sample Taken Date | 06/14/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 06/17/2024 |
| Sample type | Acceptance | A brief description of the sample | Class 2 AB |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | QC | Last name of sampler or witnessed by | QC |
| Title of sampler | Materials Tester | 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) | 91-15-0114 |
|---|---|---|---|
| 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: 2024-06-14-30
DIME Test ID: 2024-06-14-30-1
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: 2024-06-17
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: 06/17/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 6694 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 113.5 grams | 98 % | |||||
| 820.5 grams | 88 % | |||||
| 1467.5 grams | 78 % | |||||
| 3028.0 grams | 55 % | |||||
| 486.2 grams | ||||||
| 124.3 grams | 41 % | |||||
| 221.5 grams | 30 % | |||||
| 300.7 grams | 21 % | |||||
| 365.3 grams | 14 % | |||||
| 405.1 grams | 9 % | |||||
| 424.8 grams | 7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442564_37036_240614Recycle_Class2AB | 28.99 KB | 06/17/2024 | 2024-06-14-30-1 | Info |
Test was verified on 6/17/2024 ✔