Summary for Test 2018-05-31-18-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 212784
DEA: 023H1504
EFIS: 0217000064
DIST-CO-RTE-PM02-LAS-299-0.0/4.7
Award Date11/30/2017
Closeout Date01/08/2019
Work DescriptionAC OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND GUARDRAIL.
Location DescriptionLASSEN COUNTY NEAR MCARTHUR FROM SHASTA COUNTY LINE TO 4.0 MILES WEST OF MUCK VALLEY HYDRO ROAD.
QA Service Level1 (Verified on 05/03/2018)

Sample Information

Sample Taken Date05/31/2018 Sample Unique Key18
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 testing05/31/2018
Sample typeVerification A brief description of the sampleCombined Treated Virgin Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationD77434 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number736683
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-03-M1 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0017::FAWNDALE ROCK QUARRY
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 collectedCold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 18-03-M1 Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set
HMA PayNo

Test Details

DIME Sample ID: 2018-05-31-18
DIME Test ID: 2018-05-31-18-1
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: 2019-01-04

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: Colt Sweeny
Date of test: 06/01/2018
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: 99.4 %
Cumulative percent passing the 1/2 in. sieve: 77.2 %
Cumulative percent passing the 3/8 in. sieve: 62.7 %
Cumulative percent passing the 1/4 in. sieve: 48.2 %
Cumulative percent passing the #4 sieve: 40.7 %
Cumulative percent passing the #8 sieve: 24.5 %
Cumulative percent passing the #16 sieve: 15.2 %
Cumulative percent passing the #30 sieve: 9.9 %
Cumulative percent passing the #50 sieve: 6.8 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.93 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/4/2019