Test 2019-06-20-30-2 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 212911
DEA: 081F9404
EFIS: 0815000067
DIST-CO-RTE-PM08-RIV-79-R4.7/R10.6
Work DescriptionCOLD PLANE, OVERLAY WITH RUBBERIZED HOT MIX ASPHALT (TYPE G)
Location DescriptionRIVERSIDE COUNTY FROM 0.1 MILE SOUTH OF MURRIETA HOT SPRINGS ROAD TO 0.1MILE NORTH OF ABELIA ROAD
Sample Information
Sample Taken Date6/20/2019 Sample Unique Key30
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 testing6/21/2019
Sample typeAcceptance A brief description of the sample3/4 inch combined agg
The quantity of what the sample constitutes1 bag From where was the sample collectedManufacturer
First name of sampler or witnessed byQC Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameR J Noble 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 or name of Pit)91-33-0014::CHANDLER - COLDWATER
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G The fabricator/manufacturer designation for the sample49R003ARSP-C
The plant numberUnknown A detailed description of where the material sample was collectedHMA Plant Cold Feed
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 HMA Design ID
Test Details
DIME Sample ID: 2019-06-20-30
DIME Test ID: 2019-06-20-30-2
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: 2019-07-02
Test Results

What type of gradation is being tested?: Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type):
Input Type: Calculated
Tester's full name: I. NAJJAR
Date of test: 06/21/2019
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:84 %
Cumulative percent passing the 3/8 in. sieve:64 %
Cumulative percent passing the #4 sieve:31 %
Cumulative percent passing the #8 sieve:18 %
Cumulative percent passing the #16 sieve:12 %
Cumulative percent passing the #30 sieve:8 %
Cumulative percent passing the #50 sieve:6 %
Cumulative percent passing the #100 sieve:4 %
Cumulative percent passing the #200 sieve:2.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/02/2019