Summary for Test 2019-06-18-19-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214338
DEA: 080G7904
EFIS: 0814000176
DIST-CO-RTE-PM08-SBD,RIV-71-R0.0/R8.5,R0.0/G3.0
Award Date10/08/2020
Closeout Date11/01/2023
Work DescriptionINSTALL RMS,CCTV,CMS,VDS & FIBER OPTIC COMM SYSTEM (PSR ONLY
Location DescriptionSAN BERNARDINO AND RIVERSIDE COUNTIES IN AND NEAR CHINO AND CHINO HILLS FROM LOS ANGELES COUNTY LINE TO ROUTE 91
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date06/18/2019 Sample Unique Key19
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 testing08/08/2019
Sample typePer Request A brief description of the sampleSoil
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byHakima Last name of sampler or witnessed byHossainzadeh
Title of samplerTE Telephone number of sampler213-620-2791
Laboratory sample identification8680 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC-3
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 collectedBoring Number RC-19-004, Sample No. S-4
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-06-18-19
DIME Test ID: 2019-06-18-19-1
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: 2019-09-20

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: Kiet Phan
Date of test: 08/10/2019
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: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 98 %
Cumulative percent passing the #16 sieve: 83 %
Cumulative percent passing the #30 sieve: 26 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/20/2019