Summary for Test 2020-04-17-13-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214300
DEA: 07343404
EFIS: 0718000018
DIST-CO-RTE-PM07-LA-39-31.2
Award Date10/30/2019
Closeout DateNot set
Work DescriptionIN LOS ANGELES COUNTY, ON ROUTE 39 AT NORTH FORK SAN GABRIEL RIVER BRIDGE (BR. NO. 53-3069) REPLACE BRIDGE
Location DescriptionIN LOS ANGELES COUNTY ABOUT 19 MILES NORTH OF AZUSA AT NORTH FORK SAN GABRIEL RIVER BRIDGE
QA Service Level1 (Verified on 12/20/2019)

Sample Information

Sample Taken Date04/17/2020 Sample Unique Key13
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 testing04/17/2020
Sample typeAcceptance A brief description of the sampleStructural Backfill
The quantity of what the sample constitutes4 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byHonesto Last name of sampler or witnessed byCastillo
Title of samplerMREAS Telephone number of sampler
Laboratory sample identification9844 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Reliance Irwindale Transportation Laboratory (TL) Number965760
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 collectedna
Where the material sample would have been placed if not sampledsta 3550

Test Details

DIME Sample ID: 2020-04-17-13
DIME Test ID: 2020-04-17-13-1
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: 2020-04-29

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Husni Ankir and D. Montemayor
Date of test: 04/24/2020
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: 91 %
Cumulative percent passing the #8 sieve: 73 %
Cumulative percent passing the #16 sieve: 56 %
Cumulative percent passing the #30 sieve: 43 %
Cumulative percent passing the #50 sieve: 31 %
Cumulative percent passing the #100 sieve: 19 %
Cumulative percent passing the #200 sieve: 12.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/29/2020