Summary for Test 2019-05-14-7-6
Test performed: CTM 203-February 2008Project Information
Project Identifiers | Project ID: 214341 DEA: 081J2004 EFIS: 0817000237 |
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DIST-CO-RTE-PM | 08-SBD-15-R21.5/R22.0 |
Award Date | 11/16/2021 |
Closeout Date | Not set |
Work Description | EXTEND DECELARATION LANE |
Location Description | SAN BERNARDINO COUNTY NEAR HESPERIA FROM 0.1 MILE NORTH OF ROUTE 15/138 SEPARATION TO GISH OVERHEAD |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 05/14/2019 | Sample Unique Key | 7 |
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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 | 06/12/2019 |
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 | Shadi | Last name of sampler or witnessed by | Dweab |
Title of sampler | TE | Telephone number of sampler | 657-328-6367 |
Laboratory sample identification | 8609 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | S-17300-1 |
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 | R-19-002, I-15 SB, PM 21.5-22.0 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-05-14-7
DIME Test ID: 2019-05-14-7-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2019-09-20
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: kiet Phan
Date of test: 06/15/2019
Cumulative percent passing the 3/8 in. sieve: 88 %
Cumulative percent passing the #4 sieve: 82 %
Cumulative percent passing the #8 sieve: 76 %
Cumulative percent passing the #16 sieve: 68 %
Cumulative percent passing the #30 sieve: 60 %
Cumulative percent passing the #50 sieve: 51 %
Cumulative percent passing the #100 sieve: 43 %
Cumulative percent passing the #200 sieve: 34 %
General comments (publicly viewable) (Max 1000 characters): Hydrometer results: Combined percent of material in suspension: 1 hour: 12%, 24 hours: 5%
Test was verified on 9/20/2019 ✔