Summary for Test 2020-10-17-1-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214936
DEA: 074W7204
DIST-CO-RTE-PM07-LA-2-R18.8/R23.4
Award Date06/16/2020
Closeout Date03/15/2021
Work DescriptionAPPLY SLURRY SEAL TO ROADWAY AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AND LA CANADA FLINTRIDGE FROM ROUTE 134/2 SEPARATION TO FOOTHILL BOULEVARD
QA Service Level1 (Verified on 03/15/2021)

Sample Information

Sample Taken Date10/17/2020 Sample Unique Key1
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 testing10/19/2020
Sample typeVerification A brief description of the samplePSUE 3/4" WMA-A-SP R25 Aggregate and RAP
The quantity of what the sample constitutes2 Bags od Coldfeed, 1 Bag of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byRobert Last name of sampler or witnessed byRJ Noble QC
Title of sampler Telephone number of sampler
Laboratory sample identification0619A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble Orange 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)91-33-0035::EAGLE VALLEY QUARRY
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number36R2508SPWEO A detailed description of where the material sample was collectedBelt Cut at RJ Noble Orange Plant
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: 2020-10-17-1
DIME Test ID: 2020-10-17-1-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-10-26

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Satish Jain/Sebastian Ferrer
Date of test: 10/20/2020
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 80 %
Cumulative percent passing the 3/8 in. sieve: 66 %
Cumulative percent passing the #4 sieve: 36 %
Cumulative percent passing the #8 sieve: 23 %
Cumulative percent passing the #16 sieve: 16 %
Cumulative percent passing the #30 sieve: 11 %
Cumulative percent passing the #50 sieve: 7 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.8 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation

Test was verified on 10/26/2020