Summary for Test 2020-04-23-14-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214432 DEA: 080R1504 EFIS: 0812000025 |
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DIST-CO-RTE-PM | 08-SBD-40-R75.0/R100.0 |
Award Date | 12/06/2019 |
Closeout Date | 05/26/2022 |
Work Description | REGRADE MEDIAN CROSS SLOPES. |
Location Description | SAN BERNARDINO COUNTY FROM 3.2 MILES WEST OF KELBAKER ROAD UNDERCROSSING TO ESSEX ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 03/19/2020) |
Sample Information
Sample Taken Date | 04/23/2020 | Sample Unique Key | 14 |
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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 | 04/24/2020 |
Sample type | Acceptance | A brief description of the sample | soil - sample - native I40 Median |
The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | Francisco |
Title of sampler | TE Civil | Telephone number of sampler | |
Laboratory sample identification | 9891 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Native | Transportation Laboratory (TL) Number | NA |
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 | I40 MEDIAN STOCKPILE BORROW PIT 9 PM 83 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2020-04-23-14
DIME Test ID: 2020-04-23-14-1
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: 2020-05-13
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: D. Montemayor and Satish Jain
Date of test: 04/29/2020
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: 99 %
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 95 %
Cumulative percent passing the #4 sieve: 90 %
Cumulative percent passing the #8 sieve: 71 %
Cumulative percent passing the #16 sieve: 51 %
Cumulative percent passing the #30 sieve: 33 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 8.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/13/2020 ✔