Summary for Test 2020-04-21-20-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214326
DEA: 07310404
EFIS: 0715000001
DIST-CO-RTE-PM07-LA-138-0.0/36.9
Award Date10/17/2019
Closeout DateNot set
Work DescriptionPLACE HOT MIX ASPHALT AND COLD PLANE ASPHALT CONCRETE PAVEMENT. (EPD Pilot Project)
Location DescriptionLOS ANGELES COUNTY FROM ROUTE 5/138 SEPARATION TO ROUTE 138/14 SEPARATION
QA Service Level1 (Verified on 10/29/2019)

Sample Information

Sample Taken Date04/21/2020 Sample Unique Key20
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 testing04/23/2020
Sample typeAcceptance A brief description of the sampleAgg Cold Feed RAP
The quantity of what the sample constitutes123 TONS From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of sampler Telephone number of sampler
Laboratory sample identification9881 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Littlerock Transportation Laboratory (TL) Number042120E
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)91-19-0008
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedConveyor Belt at Granite
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design number3566 Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-21-20
DIME Test ID: 2020-04-21-20-1
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: 2020-05-13

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: DV and Satish Jain
Date of test: 04/30/2020
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: 81 %
Cumulative percent passing the 3/8 in. sieve: 67 %
Cumulative percent passing the #4 sieve: 43 %
Cumulative percent passing the #8 sieve: 28 %
Cumulative percent passing the #16 sieve: 19 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/13/2020