Summary for Test 2021-11-30-8-1

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 Date11/30/2021 Sample Unique Key8
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 testing12/01/2021
Sample typeAcceptance A brief description of the sample1 in
The quantity of what the sample constitutes100 cy From where was the sample collectedFabricator
First name of sampler or witnessed byVictor Last name of sampler or witnessed byPham
Title of samplerTET Telephone number of sampler2137924794
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAssociate Ready mixed Concrete Transportation Laboratory (TL) Number113021
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)91-19-0025::IRWINDALE
The fabricator's/manufacturer's product name for the sample590lbs concrete The fabricator/manufacturer designation for the sample3600 psi
The plant numberSun Valley A detailed description of where the material sample was collectedConveyor Belt
Where the material sample would have been placed if not sampledRW Primary Aggregate Nominal Size1 inch
The concrete mix design number556300 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-11-30-8
DIME Test ID: 2021-11-30-8-1
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: 2022-05-04

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Victor Pham
Date of test: 11/30/2021
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 200 grams
Cumulative mass retained on the 3/4 in. sieve: 400 grams
Cumulative mass retained on the 1/2 in. sieve: 800 grams
Cumulative mass retained on the 3/8 in. sieve: 1600 grams
Cumulative mass retained on the #4 sieve: 3200 grams
Cumulative mass retained on the #8 sieve: 6400 grams
Cumulative mass retained on the pan: 12800 grams
Mass of all aggregate: 12800 grams
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 98 %
Cumulative percent passing the 3/4 in. sieve: 97 %
Cumulative percent passing the 1/2 in. sieve: 94 %
Cumulative percent passing the 3/8 in. sieve: 88 %
Cumulative percent passing the #4 sieve: 75 %
Cumulative percent passing the #8 sieve: 50 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/4/2022