Summary for Test 2022-10-25-15-1

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 Date10/25/2022 Sample Unique Key15
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 testing10/25/2022
Sample typeAcceptance A brief description of the sampleWCS PCC Aggregate
The quantity of what the sample constitutes350 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identificationKH128BB Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertson's Ready Mix - North Hollywood Transportation Laboratory (TL) NumberC102522C
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0033
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number22 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 Sizefine
The concrete mix design numberSC550M37 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-10-25-15
DIME Test ID: 2022-10-25-15-1
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: 2022-10-28

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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Kevin Hopkins
Date of test: 10/26/2022
Cumulative Mass RetainedCumulative Percent Passing
519 grams
0 grams100 %
26 grams95 %
110 grams79 %
210 grams60 %
311 grams40 %
407 grams22 %
471 grams9 %
500 grams4 %
519 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/28/2022