Summary for Test 2022-01-25-58-2

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 Date01/25/2022 Sample Unique Key58
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing01/29/2022
Sample typeQuality Assurance A brief description of the sampleCMB
The quantity of what the sample constitutes100 cys From where was the sample collectedFabricator
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byZubieta
Title of samplerTransportation Engineer Telephone number of sampler
Laboratory sample identification5728 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFlat Iron Portable @ 210 & Paxton Transportation Laboratory (TL) NumberC-924042
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)Flat Iron Base
The fabricator's/manufacturer's product name for the sampleLCB The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedConveyor Belt at Plant
Where the material sample would have been placed if not sampledLCB Primary Aggregate Nominal Size1 inch
The concrete mix design number3215-03 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-25-58
DIME Test ID: 2022-01-25-58-2
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: 2022-04-15

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: Measured
Tester's full name: Gerardo Zubieta
Date of test: 01/25/2022
Total mass of material in the sample: 525 grams
Cumulative mass retained on the 3/8 in. sieve: 0 grams
Cumulative mass retained on the #4 sieve: 0 grams
Cumulative mass retained on the #8 sieve: 118 grams
Cumulative mass retained on the #16 sieve: 207 grams
Cumulative mass retained on the #30 sieve: 285 grams
Cumulative mass retained on the #50 sieve: 355 grams
Cumulative mass retained on the #100 sieve: 411 grams
Cumulative mass retained on the #200 sieve: 451 grams
Cumulative mass retained on the pan: 525 grams
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 78 %
Cumulative percent passing the #16 sieve: 61 %
Cumulative percent passing the #30 sieve: 46 %
Cumulative percent passing the #50 sieve: 32 %
Cumulative percent passing the #100 sieve: 22 %
Cumulative percent passing the #200 sieve: 14 %
General comments (publicly viewable) (Max 1000 characters): LCB

Test was verified on 4/15/2022