Test 2019-02-28-7-2 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Work DescriptionPAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
Sample Information
Sample Taken Date2/28/2019 Sample Unique Key7
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 testing3/1/2019
Sample typeAcceptance A brief description of the sampleAC Drum Aggregate
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byIdris Last name of sampler or witnessed byNajjar
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameMatich-Lytle Creek 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 or name of Pit)91-36-0040::LYTLE CREEK
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 number1
Sublot number2 HMA Design ID
Test Details
DIME Sample ID: 2019-02-28-7
DIME Test ID: 2019-02-28-7-2
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: 2019-03-14
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: Ahamd Alzubi
Date of test: 03/04/2019
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:99 %
Cumulative percent passing the 1/2 in. sieve:87 %
Cumulative percent passing the 3/8 in. sieve:73 %
Cumulative percent passing the #4 sieve:45 %
Cumulative percent passing the #8 sieve:32 %
Cumulative percent passing the #16 sieve:22 %
Cumulative percent passing the #30 sieve:16 %
Cumulative percent passing the #50 sieve:10 %
Cumulative percent passing the #100 sieve:6 %
Cumulative percent passing the #200 sieve:4.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/14/2019