Summary for Test 2020-07-21-30-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215038 DEA: 051J7804 EFIS: 0518000052 |
---|---|
DIST-CO-RTE-PM | 05--101-61.88/61.88 |
Award Date | 05/15/2020 |
Closeout Date | Not set |
Work Description | Safety Improvements |
Location Description | Wellsona Safety Improvements, SLO 101 |
QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
Sample Taken Date | 07/21/2020 | Sample Unique Key | 30 |
---|---|---|---|
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 | 07/21/2020 |
Sample type | Preliminary | A brief description of the sample | Bags of Soil |
The quantity of what the sample constitutes | Site Conditions | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | Berven |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D5 20-D-031 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Nature | 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 | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | PM 61.7 30 feet east NB EP | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2020-07-21-30
DIME Test ID: 2020-07-21-30-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-08-12
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Daniel Gingras
Date of test: 07/29/2020
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: 100 %
Cumulative percent passing the 1 in. sieve: 99 %
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: 86 %
Cumulative percent passing the #8 sieve: 78 %
Cumulative percent passing the #16 sieve: 65 %
Cumulative percent passing the #30 sieve: 51 %
Cumulative percent passing the #50 sieve: 42 %
Cumulative percent passing the #100 sieve: 33 %
Cumulative percent passing the #200 sieve: 23 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/12/2020 ✔