Summary for Test 2020-01-15-10-1

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 Date01/15/2020 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 testing01/16/2020
Sample typeVerification A brief description of the sample3/4 RHMA-G-SP
The quantity of what the sample constitutesJMF 7 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 identification0110G-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company 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)SMARA No. 91-33-0072
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample1557
The plant numberUnknown 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 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: 2020-01-15-10
DIME Test ID: 2020-01-15-10-1
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Husni Ankir, Satish Jain
Date of test: 01/21/2020
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 66 %
Cumulative percent passing the 1/4 in. sieve: 66 %
Cumulative percent passing the #4 sieve: 25 %
Cumulative percent passing the #8 sieve: 13 %
Cumulative percent passing the #16 sieve: 7 %
Cumulative percent passing the #30 sieve: 4 %
Cumulative percent passing the #50 sieve: 3 %
Cumulative percent passing the #100 sieve: 1 %
Cumulative percent passing the #200 sieve: 0.9 %
General comments (publicly viewable) (Max 1000 characters): Lime Treated Aggregate Gradation

Test was verified on 3/17/2020