Summary for Test 2023-10-18-13-1
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 | Not set |
| 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 | 10/18/2023 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 10/18/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Class 2 AB |
| The quantity of what the sample constitutes | 2 bags 630CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
| 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 |
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: 2023-10-18-13
DIME Test ID: 2023-10-18-13-1
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: 2023-10-19
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: 10/18/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 7546 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 238 grams | 97 % | |||||
| 1159 grams | 85 % | |||||
| 1913 grams | 75 % | |||||
| 3760 grams | 50 % | |||||
| 514 grams | ||||||
| 141 grams | 36 % | |||||
| 235 grams | 27 % | |||||
| 315 grams | 19 % | |||||
| 380 grams | 13 % | |||||
| 414 grams | 10 % | |||||
| 432 grams | 8 % | |||||
General comments (publicly viewable) (Max 1000 characters): WB Hwy 46 Sta 163+00
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442564_37036_231018_Class2AB | 29.12 KB | 10/19/2023 | 2023-10-18-13-1 | Info |
Test was verified on 10/19/2023 ✔