Summary for Test 2019-08-15-13-3
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214436 DEA: 074V1604 EFIS: 0719000193 |
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DIST-CO-RTE-PM | 07-LA-126,126-31.3,R5.0/R5.3 |
Award Date | 03/16/2021 |
Closeout Date | 10/06/2022 |
Work Description | RESTORE EXISTING BEST MANAGEMENT PRACTICE (BMP) |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 05/04/2021) |
Sample Information
Sample Taken Date | 08/15/2019 | Sample Unique Key | 13 |
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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 | 08/15/2019 |
Sample type | Per Request | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Hakima | Last name of sampler or witnessed by | Hossainzadeh |
Title of sampler | TE | Telephone number of sampler | 213-620-2351 |
Laboratory sample identification | 8683 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | C1 |
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 |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | SR-126 PM 5.00 Sample No. S-1 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-08-15-13
DIME Test ID: 2019-08-15-13-3
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: 2019-09-24
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: kiet Phan
Date of test: 08/16/2019
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 94 %
Cumulative percent passing the 3/8 in. sieve: 92 %
Cumulative percent passing the #4 sieve: 89 %
Cumulative percent passing the #8 sieve: 87 %
Cumulative percent passing the #16 sieve: 85 %
Cumulative percent passing the #30 sieve: 81 %
Cumulative percent passing the #50 sieve: 74 %
Cumulative percent passing the #100 sieve: 61 %
Cumulative percent passing the #200 sieve: 46 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/24/2019 ✔