Summary for Test 2018-05-22-18-2

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 212997
DEA: 023H2104
EFIS: 0217000070
DIST-CO-RTE-PM02-PLU-70,89-53.5/58.4,21.0/29.9
Award Date03/02/2018
Closeout Date01/09/2019
Work DescriptionAC OVERLAY, REPLACE AC SURFACE, GUARDRAIL, SHOULDER BACKING
Location DescriptionPLUMAS COUNTY ON ROUTE 70 FROM GREENHORN RANCH ROAD TO 0.2 MILE EAST OF SLOAT ROAD AND ON ROUTE 89 FROM 0.3 MILE SOUTH OF ALTA CAMP ROAD TO CANYON DAM PICNIC AREA
QA Service Level1 (Verified on 02/02/2018)

Sample Information

Sample Taken Date05/22/2018 Sample Unique Key18
Date that the sample was received by the laboratory/organization performing the testing05/23/2018 Sample typeVerification
A brief description of the sampleCombined RAP The quantity of what the sample constitutesJMF Verification
From where was the sample collectedManufacturer First name of sampler or witnessed byCheryl
Last name of sampler or witnessed byAbraham Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationD77412
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameLockwood Hot Plant
Transportation Laboratory (TL) Number894818 Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-13-S1
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceLockwood Hot Plant
Aggregate SizeUnknown Aggregate SourceUnknown
RAP StockpileContinuous Stockpile Size (tons)20000
Reclaimed Asphalt Pavement Mix NumberNot set HMA PayNo

Test Details

DIME Sample ID: 2018-05-22-18
DIME Test ID: 2018-05-22-18-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2018-11-26

Test Results


Input Type: Calculated
Tester's full name: NRML-R
Date of test: 05/28/2018
Cumulative percent passing the 2 in. sieve: no data
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 94.4 %
Cumulative percent passing the 1/4 in. sieve: 77.8 %
Cumulative percent passing the #4 sieve: 67.4 %
Cumulative percent passing the #8 sieve: 48.2 %
Cumulative percent passing the #16 sieve: 35.5 %
Cumulative percent passing the #30 sieve: 26.6 %
Cumulative percent passing the #50 sieve: 19.2 %
Cumulative percent passing the #100 sieve: 13.7 %
Cumulative percent passing the #200 sieve: 10.34 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/26/2018 ✔