Summary for Test 2020-03-18-21-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 210735
DEA: 071193U4
EFIS: 0713000007
DIST-CO-RTE-PM07-LA-10-37.2/42.4
Award Date11/16/2015
Closeout Date07/11/2022
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionIN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
QA Service Level1 (Verified on 03/07/2016)

Sample Information

Sample Taken Date03/18/2020 Sample Unique Key21
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 testing04/10/2020
Sample typeAcceptance A brief description of the sampleRECYCLED LEAN BASE AGG FOR LCB
The quantity of what the sample constitutesna From where was the sample collectedManufacturer
First name of sampler or witnessed byG Last name of sampler or witnessed byZUBIETA
Title of samplerTET Telephone number of sampler
Laboratory sample identification9697 Linked DIME Sample ID
The fabricator/manufacturer/facility nameATKINSON PORTABLE PLANT POMONA Transportation Laboratory (TL) Number9233381
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)00-00-0000
The fabricator's/manufacturer's product name for the sampleLCB The fabricator/manufacturer designation for the sampleLB19-0040 AGGREGATE
The plant numberUnknown A detailed description of where the material sample was collectedNA
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberLB19-0040 Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-03-18-21
DIME Test ID: 2020-03-18-21-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-05-13

Test Results


What size aggregate is being tested?: Combined Gradation
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: Calculated
Tester's full name: Kiet Phan
Date of test: 04/16/2020
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: 94 %
Cumulative percent passing the 1/2 in. sieve: 72 %
Cumulative percent passing the 3/8 in. sieve: 62 %
Cumulative percent passing the #4 sieve: 45 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 27 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/13/2020