Summary for Test 2019-03-26-12-8

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 212816
DEA: 020H6304
EFIS: 0215000063
DIST-CO-RTE-PM02-LAS-139-6.2/7.3
Award Date06/29/2018
Closeout Date12/04/2019
Work DescriptionROADWAY EXCAVATION, AGGREGATE BASE, HOT MIX ASPHALT, GUARDRAIL
Location DescriptionLASSEN COUNTY ABOUT 6 MILES NORTH OF SUSANVILLE FROM 1.0 MILE SOUTH TO 0.1 MILE SOUTH OF ANTELOPE RADIO STREET
QA Service Level1 (Verified on 01/17/2018)

Sample Information

Sample Taken Date03/26/2019 Sample Unique Key12
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 testing03/26/2019
Sample typeVerification A brief description of the sample1/2-inch OGFC Untreated Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byZack Last name of sampler or witnessed byMason
Title of sampler Telephone number of sampler
Laboratory sample identificationD77808F Linked DIME Sample ID
The fabricator/manufacturer/facility nameOrland Plant Transportation Laboratory (TL) Number002275
Inspector Lot Number from the Transportation Laboratory (TL) Form0 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-11-0007::ORLAND PLANT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleOR-22251000
The plant numberUnknown A detailed description of where the material sample was collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberJMF 19-02-S1 Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-03-26-12
DIME Test ID: 2019-03-26-12-8
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-04-23

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: Measured
Tester's full name: Colt Sweeny
Date of test: 04/11/2019
Cumulative Mass RetainedCumulative Percent Passing
1500 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
101.0 grams93.3 %
273.0 grams81.8 %
734 grams51.1 %
985.0 grams34.3 %
211.0 grams20.2 %
302.0 grams14.2 %
360.5 grams10.3 %
404.0 grams7.4 %
438.5 grams5.1 %
458.8 grams3.74 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/23/2019