Summary for Test 2019-05-02-19-6
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214340 DEA: 081G2914 EFIS: 0818000114 |
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DIST-CO-RTE-PM | 08-SBD-10-27.9 |
Award Date | 05/22/2020 |
Closeout Date | 11/01/2021 |
Work Description | WIDEN EB OFF RAMP |
Location Description | SAN BERNARDINO COUNTY IN REDLANDS AT CALIFORNIA STREET EASTBOUND EXIT RAMP |
QA Service Level | 1 (Verified on 07/16/2020) |
Sample Information
Sample Taken Date | 05/02/2019 | Sample Unique Key | 19 |
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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 | 05/02/2019 |
Sample type | Per Request | A brief description of the sample | Native Material |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Guzman |
Title of sampler | MREA | Telephone number of sampler | 909-829-6292 |
Laboratory sample identification | 8582 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | C-8582 |
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 | I-10 EB, PM 28.0, A-18-001 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-05-02-19
DIME Test ID: 2019-05-02-19-6
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: 2019-09-05
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: Friday Ofoegbu
Date of test: 05/14/2019
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: 98 %
Cumulative percent passing the 3/4 in. sieve: 97 %
Cumulative percent passing the 1/2 in. sieve: 95 %
Cumulative percent passing the 3/8 in. sieve: 93 %
Cumulative percent passing the #4 sieve: 89 %
Cumulative percent passing the #8 sieve: 85 %
Cumulative percent passing the #16 sieve: 79 %
Cumulative percent passing the #30 sieve: 69 %
Cumulative percent passing the #50 sieve: 53 %
Cumulative percent passing the #100 sieve: 36 %
Cumulative percent passing the #200 sieve: 24 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/5/2019 ✔