Summary for Test 2023-04-25-27-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993482 DEA: 060V2804 EFIS: 0616000124 |
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DIST-CO-RTE-PM | 06-KER-184-L0.9/L1.1 |
Award Date | 02/24/2022 |
Closeout Date | 02/26/2024 |
Work Description | PLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS. |
Location Description | KERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD |
QA Service Level | 1 (Verified on 01/03/2022) |
Sample Information
Sample Taken Date | 04/25/2023 | Sample Unique Key | 27 |
---|---|---|---|
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 | 04/26/2023 |
Sample type | Department Acceptance | A brief description of the sample | Class 2 AB |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Sam | Last name of sampler or witnessed by | Fleix |
Title of sampler | Inspector | Telephone number of sampler | |
Laboratory sample identification | 1 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sta 59+60 | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | windrow sta 59 60 north leg Hwy 184 | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-04-25-27
DIME Test ID: 2023-04-25-27-1
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: 2023-04-26
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: 04/26/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
6466 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
376 grams | 94 % | |||||
1468 grams | 77 % | |||||
2045 grams | 68 % | |||||
3073 grams | 52 % | |||||
497 grams | ||||||
105.4 grams | 41 % | |||||
187.1 grams | 32 % | |||||
269.8 grams | 24 % | |||||
345.9 grams | 16 % | |||||
400.1 grams | 10 % | |||||
433.6 grams | 7 % |
General comments (publicly viewable) (Max 1000 characters): North leg Hwy 184 sta 59+60
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0V2804_37024_230425 | 29.02 KB | 04/26/2023 | 2023-04-25-27-1 | Info |
Test was verified on 4/26/2023 ✔