Summary for Test 2022-08-11-40-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date08/11/2022 Sample Unique Key40
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 testing08/15/2022
Sample typeAcceptance A brief description of the sampleClass II Base - LCB @ 40CY
The quantity of what the sample constitutes1 Bag of Recycled Class II Base From where was the sample collectedSource
First name of sampler or witnessed byAvo Last name of sampler or witnessed byKarajian
Title of samplerTET Telephone number of sampler12137986076
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFlatiron West Inc - Paxton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)Flatiron Plant - CMB
The fabricator's/manufacturer's product name for the sampleFlatiron Plant The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberLCB-3215-03 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-11-40
DIME Test ID: 2022-08-11-40-1
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-08-30

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: Avo Karajian
Date of test: 08/15/2022
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: 95 %
Cumulative percent passing the 1/2 in. sieve: 78 %
Cumulative percent passing the 3/8 in. sieve: 64 %
Cumulative percent passing the #4 sieve: 43 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/30/2022