Summary for Test 2021-11-03-46-1
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 | 11/03/2021 | Sample Unique Key | 46 |
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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 | 11/03/2021 |
Sample type | Quality Assurance | A brief description of the sample | Class 1 Base |
The quantity of what the sample constitutes | 500cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Randal | Last name of sampler or witnessed by | Burgess, Sr |
Title of sampler | TET | Telephone number of sampler | 805-748-5077 |
Laboratory sample identification | 211103 | Linked DIME Sample ID | 213598 |
The fabricator/manufacturer/facility name | OHL | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 27-Mont | |
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Stockpile |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Static | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-11-03-46
DIME Test ID: 2021-11-03-46-1
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: 2021-12-02
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: Randal Burgess, Sr
Date of test: 11/03/2021
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: 95 %
Cumulative percent passing the 3/4 in. sieve: 87 %
Cumulative percent passing the 1/2 in. sieve: 68 %
Cumulative percent passing the 3/8 in. sieve: 68 %
Cumulative percent passing the #4 sieve: 32 %
Cumulative percent passing the #8 sieve: 61 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters): Pass
Test was verified on 12/2/2021 ✔