Summary for Test 2019-03-04-10-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213765
DEA: 081J1804
EFIS: 0817000221
DIST-CO-RTE-PM08-RIV-10-R105.2/R135.1
Award Date12/27/2018
Closeout Date06/23/2021
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING & UPGRADE TRAFFIC STRIPING
Location DescriptionRIVERSIDE COUNTY FROM 0.1 MILE EAST OF ROUTE 177 TO 0.1 MILE EAST OF WILEY WELL OVERCROSSING
QA Service Level1 (Verified on 02/06/2019)

Sample Information

Sample Taken Date03/04/2019 Sample Unique Key10
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 testing03/04/2019
Sample typeAcceptance A brief description of the sampleAC Drum Aggregate
The quantity of what the sample constitutes1 bag combined aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byDzung Last name of sampler or witnessed byTran
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Indio Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0072
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 collectedbelt an chute
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: 2019-03-04-10
DIME Test ID: 2019-03-04-10-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-03-15

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: Dzung Tran
Date of test: 03/05/2019
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: 88 %
Cumulative percent passing the 3/8 in. sieve: 81 %
Cumulative percent passing the #4 sieve: 44 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 22 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/15/2019