Summary for Test 2021-10-22-19-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
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DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
Award Date | 01/16/2019 |
Closeout Date | 01/11/2024 |
Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
Sample Taken Date | 10/22/2021 | 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 | 11/01/2021 |
Sample type | Quality Assurance | A brief description of the sample | OHL - Class 1 RAP |
The quantity of what the sample constitutes | 367 CY | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Brent | Last name of sampler or witnessed by | Barber |
Title of sampler | TET | Telephone number of sampler | 805-441-0187 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | OHL Stockpile | 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 | OHL Stockpile - Loader Assist | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2021-10-22-19
DIME Test ID: 2021-10-22-19-1
Testing Lab: CT D05 - Big Sur Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-11-02
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: Mathew Spencer
Date of test: 11/01/2021
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: 92 %
Cumulative percent passing the 3/4 in. sieve: 82 %
Cumulative percent passing the 1/2 in. sieve: 64 %
Cumulative percent passing the 3/8 in. sieve: 54 %
Cumulative percent passing the #4 sieve: 35 %
Cumulative percent passing the #8 sieve: 68 %
Cumulative percent passing the #16 sieve: 42 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/2/2021 ✔