Summary for Test 2020-12-15-15-10

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 Date12/15/2020 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 testing12/16/2020
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15 No LAS
The quantity of what the sample constitutes2 Bags Coldfeed Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byCesar Last name of sampler or witnessed byOllarsaba
Title of sampler Telephone number of sampler
Laboratory sample identification0700A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Transportation Laboratory (TL) Number
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)91-33-0005
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number105793 A detailed description of where the material sample was collectedBelt Cut at All American Corona
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-12-15-15
DIME Test ID: 2020-12-15-15-10
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: 2020-12-30

Test Results


What size aggregate is being tested?: Combined Gradation
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: Calculated
Tester's full name: Dominic Montemayor/Satish Jain
Date of test: 12/17/2020
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 87 %
Cumulative percent passing the 3/8 in. sieve: 77 %
Cumulative percent passing the #4 sieve: 55 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.8 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation W/Correlation Factors Applied

Test was verified on 12/30/2020