Summary for Test 2023-04-18-6-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993386 DEA: 060R1904 EFIS: 0614000057 COOP: 061783 |
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DIST-CO-RTE-PM | 06-KER-184,223-L0.0/L0.3,R15.7/R16.3 |
Award Date | 01/25/2022 |
Closeout Date | 04/08/2024 |
Work Description | CONSTRUCT ROUNDABOUT, CURB RAMPS, AND LIGHTING SYSTEMS. |
Location Description | KERN COUNTY NEAR ARVIN ON ROUTE 184 FROM ROUTE 223 TO 0.3 MILE NORTH OF ROUTE 223 AND ON ROUTE 223 FROM 0.3 MILE WEST OF ROUTE 184 TO 0.3 MILE EAST OF ROUTE 184 |
QA Service Level | 1 (Verified on 11/15/2021) |
Sample Information
Sample Taken Date | 04/18/2023 | Sample Unique Key | 6 |
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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 | 04/18/2023 |
Sample type | Department Acceptance | A brief description of the sample | 100% RAP for Shoulder Backing |
The quantity of what the sample constitutes | 1 bag of shoulder Backing | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Steven | Last name of sampler or witnessed by | Armstrong |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | recycle yard white lane | 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 | |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Job Site Windrow | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-04-18-6
DIME Test ID: 2023-04-18-6-1
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: 2023-04-18
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Kulwinder Rai
Date of test: 04/18/2023
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 98 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 76 %
Cumulative percent passing the #4 sieve: 0 %
Cumulative percent passing the #8 sieve: 0 %
Cumulative percent passing the #16 sieve: 60 %
Cumulative percent passing the #30 sieve: 0 %
Cumulative percent passing the #50 sieve: 0 %
Cumulative percent passing the #100 sieve: 0 %
Cumulative percent passing the #200 sieve: 0 %
General comments (publicly viewable) (Max 1000 characters): shoulder backing 19-3
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-0R1904_37030_230418 | 28.04 KB | 04/18/2023 | 2023-04-18-6-1 | Info |
Test was verified on 4/18/2023 ✔