Summary for Test 2019-04-16-41-2
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214151 DEA: 080R0104 EFIS: 0812000007 |
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DIST-CO-RTE-PM | 08-RIV-- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/09/2019) |
Sample Information
Sample Taken Date | 04/16/2019 | Sample Unique Key | 41 |
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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 | 04/18/2019 |
Sample type | Per Request | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 1 Ziplock bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Liao |
Title of sampler | TE | Telephone number of sampler | (657) 328-6593 |
Laboratory sample identification | 8559 | Linked DIME Sample ID | 2019-04-16-40 |
The fabricator/manufacturer/facility name | Caltrans | 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 | Unknown |
---|---|---|---|
The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | Field A-19-03 Sample Number S2 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-04-16-41
DIME Test ID: 2019-04-16-41-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-06-06
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
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: Danny Ferrer
Date of test: 04/22/2019
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 94 %
Cumulative percent passing the 3/8 in. sieve: 85 %
Cumulative percent passing the #4 sieve: 68 %
Cumulative percent passing the #8 sieve: 63 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2019 ✔