Summary for Test 2022-04-14-48-5

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date05/27/2016
Closeout DateNot set
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level1 (Verified on 03/16/2016)

Sample Information

Sample Taken Date04/14/2022 Sample Unique Key48
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 testing04/20/2022
Sample typeAcceptance A brief description of the sample1x4 PCC Aggregates
The quantity of what the sample constitutes600 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byVictor Last name of sampler or witnessed byPham
Title of sampler Telephone number of sampler2137924794
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSECURITY PAVING - LA MIRADA Transportation Laboratory (TL) NumberC0414A1
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)91-19-0035
The fabricator's/manufacturer's product name for the samplePCC mix The fabricator/manufacturer designation for the sampleMix G3-19-PCC-001
The plant number A detailed description of where the material sample was collectedConveyor Belt
Where the material sample would have been placed if not sampledRoadway Primary Aggregate Nominal Size1 inch
The concrete mix design numberG3-19-PCC-001 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-04-14-48
DIME Test ID: 2022-04-14-48-5
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: 2022-05-11

Test Results


What size aggregate is being tested?: Fine 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: A.Toledo
Date of test: 04/30/2022
Cumulative mass retained on the 3/8 in. sieve: 0 grams
Cumulative mass retained on the #4 sieve: 23 grams
Cumulative mass retained on the #8 sieve: 99 grams
Cumulative mass retained on the #16 sieve: 182 grams
Cumulative mass retained on the #30 sieve: 298 grams
Cumulative mass retained on the #50 sieve: 437 grams
Cumulative mass retained on the #100 sieve: 502 grams
Cumulative mass retained on the #200 sieve: 513 grams
Cumulative mass retained on the pan: 521 grams
Mass of all aggregate (after wash): 521 grams
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 96 %
Cumulative percent passing the #8 sieve: 81 %
Cumulative percent passing the #16 sieve: 65 %
Cumulative percent passing the #30 sieve: 43 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/11/2022