Summary for Test 2019-04-16-33-4

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214152
DEA: 120Q4204
EFIS: 1217000042
DIST-CO-RTE-PM12-ORA-90-4.0
Award Date06/11/2020
Closeout Date04/03/2023
Work DescriptionMODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE PAVEMENT DELINEATION.
Location DescriptionORANGE COUNTY IN BREA AT BERRY STREET
QA Service Level1 (Verified on 05/09/2019)

Sample Information

Sample Taken Date04/16/2019 Sample Unique Key33
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 testing04/18/2019
Sample typePer Request A brief description of the sampleNative Soil
The quantity of what the sample constitutes1 Ziplock bag From where was the sample collectedJob Site
First name of sampler or witnessed byShadi Last name of sampler or witnessed byDweab
Title of samplerTE Telephone number of sampler
Laboratory sample identification8551 Linked DIME Sample ID2019-04-16-32
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedField, A-19-01
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-04-16-33
DIME Test ID: 2019-04-16-33-4
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: 2019-06-06

Test Results


What size aggregate is being tested?: Fine Aggregate
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: Danny Ferrer
Date of test: 04/24/2019
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 98 %
Cumulative percent passing the #8 sieve: 97 %
Cumulative percent passing the #16 sieve: 96 %
Cumulative percent passing the #30 sieve: 94 %
Cumulative percent passing the #50 sieve: 88 %
Cumulative percent passing the #100 sieve: 54 %
Cumulative percent passing the #200 sieve: 24 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/30/2019