Summary for Test 2019-06-27-5-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213976
DEA: 073W8804
EFIS: 0717000127
DIST-CO-RTE-PM07-LA-1-56.9/62.9
Award Date04/22/2019
Closeout Date11/02/2020
Work DescriptionAPPLY SLURRY SEAL AND REPLACE AC SURFACING.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM TRANCAS CANYON ROAD/BROAD BEACH ROAD TO THE VENTURA COUNTY LINE
QA Service Level1 (Verified on 11/02/2020)

Sample Information

Sample Taken Date06/27/2019 Sample Unique Key5
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 testing07/01/2019
Sample typeVerification A brief description of the sample3/4 WMA-A-SP R15
The quantity of what the sample constitutesJMF 6 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of samplerGranite QC Technician Telephone number of sampler
Laboratory sample identification0398A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Littlerock 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)91-19-0008::LITTLEROCK
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R15 The fabricator/manufacturer designation for the sample3862
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-06-27-5
DIME Test ID: 2019-06-27-5-1
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: 2019-08-22

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 07/03/2019
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 76 %
Cumulative percent passing the 3/8 in. sieve: 65 %
Cumulative percent passing the 1/4 in. sieve: 65 %
Cumulative percent passing the #4 sieve: 46 %
Cumulative percent passing the #8 sieve: 29 %
Cumulative percent passing the #16 sieve: 18 %
Cumulative percent passing the #30 sieve: 12 %
Cumulative percent passing the #50 sieve: 7 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 1.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2019