Summary for Test 2021-11-03-46-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 213598
DEA: 051F75U4
EFIS: 0518000092
DIST-CO-RTE-PM05-MON-101-R36.9/47.7
Award Date01/16/2019
Closeout Date01/11/2024
Work DescriptionCRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location DescriptionMONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
QA Service Level1 (Verified on 10/11/2018)

Sample Information

Sample Taken Date11/03/2021 Sample Unique Key46
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 testing11/03/2021
Sample typeQuality Assurance A brief description of the sampleClass 1 Base
The quantity of what the sample constitutes500cy From where was the sample collectedJob Site
First name of sampler or witnessed byRandal Last name of sampler or witnessed byBurgess, Sr
Title of samplerTET Telephone number of sampler805-748-5077
Laboratory sample identification211103 Linked DIME Sample ID213598
The fabricator/manufacturer/facility nameOHL Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier27-Mont
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceStockpile
Aggregate Size Aggregate Source
RAP StockpileStatic Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot 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