Summary for Test 2020-02-27-16-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214226
DEA: 081E6114
EFIS: 0818000175
DIST-CO-RTE-PM08-RIV-62-81.6/82.2
Award Date08/13/2019
Closeout Date06/23/2021
Work DescriptionREPLACE AC SURFACING, PLACE RHMA-G AND HMA
Location DescriptionRIVERSIDE COUNTY FROM 3.4 MILES TO 2.8 MILES WEST OF 177
QA Service Level1 (Verified on 03/06/2020)

Sample Information

Sample Taken Date02/27/2020 Sample Unique Key16
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 testing02/28/2020
Sample typeVerification A brief description of the sample3/4 RHMA-G-SP Aggregate
The quantity of what the sample constitutesPSUE 15 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byGranite Indio Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0152G-20 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 identifier
Structure name

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 sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sampleUnknown
The plant number1557 A detailed description of where the material sample was collectedBelt Cut at Granite Indio Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-02-27-16
DIME Test ID: 2020-02-27-16-1
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: 2020-03-17

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): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 03/03/2020
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: 82 %
Cumulative percent passing the 3/8 in. sieve: 69 %
Cumulative percent passing the #4 sieve: 27 %
Cumulative percent passing the #8 sieve: 17 %
Cumulative percent passing the #16 sieve: 11 %
Cumulative percent passing the #30 sieve: 7 %
Cumulative percent passing the #50 sieve: 4 %
Cumulative percent passing the #100 sieve: 2 %
Cumulative percent passing the #200 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters): Lime Treated Aggregate Gradation

Test was verified on 3/17/2020