Summary for Test 2018-10-05-21-2

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 213134
DEA: 024F77U4
EFIS: 0217000022
DIST-CO-RTE-PM02-MOD-299-23.1/23.6, 24.5/33.5
Award Date05/08/2018
Closeout Date09/02/2020
Work DescriptionBRIDGE REPLACE, ROADWAY REHAB/FULL DEPTH RECLAMATION-CEMENT + HMA
Location DescriptionMODOC COUNTY ABOUT 6 MILES WEST OF ALTURAS FROM 0.3 MILE WEST TO 0.3 MILE EAST OF CALDWELL CREEK BRIDGE AND 1.1 MILES EAST OF CALDWELL CREEK BRIDGE TO 1.7 MILES WEST OF COUNTY ROAD 75
QA Service Level1 (Verified on 04/02/2018)

Sample Information

Sample Taken Date10/05/2018 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing10/08/2018 Sample typeVerification
A brief description of the sampleRAP The quantity of what the sample constitutesJMF Verification
From where was the sample collectedManufacturer First name of sampler or witnessed byEmilio
Last name of sampler or witnessed byChavez Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationD77686
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameHat Creek - Shaw Pit Facility
Transportation Laboratory (TL) Number853301 Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-18-S4
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceShaw Pit
Aggregate SizeUnknown Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set HMA PayNo

Test Details

DIME Sample ID: 2018-10-05-21
DIME Test ID: 2018-10-05-21-2
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: 2018-10-25

Test Results


Input Type: Calculated
Tester's full name: NRML-R
Date of test: 10/11/2018
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: 99.1 %
Cumulative percent passing the 1/4 in. sieve: 78.9 %
Cumulative percent passing the #4 sieve: 66.2 %
Cumulative percent passing the #8 sieve: 45.1 %
Cumulative percent passing the #16 sieve: 33.3 %
Cumulative percent passing the #30 sieve: 26.4 %
Cumulative percent passing the #50 sieve: 21.1 %
Cumulative percent passing the #100 sieve: 16.3 %
Cumulative percent passing the #200 sieve: 12.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/25/2018 ✔