Summary for Test 2018-05-13-4-2

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 212574
DEA: 02368414
EFIS: 0215000066
DIST-CO-RTE-PM02-SHA-44-R4.6/R6.4
Award Date10/13/2017
Closeout Date11/24/2021
Work DescriptionCONSTRUCT OVERCROSSING, WIDEN WITH HMA AND AB, AND OVERLAY WITH HMA
Location DescriptionSHASTA COUNTY NEAR PALO CEDRO FROM CLOUGH CREEK BRIDGE TO 0.6 MILE WEST OF DESCHUTES ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/28/2017)

Sample Information

Sample Taken Date05/13/2018 Sample Unique Key4
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 testing05/14/2018
Sample typeVerification A brief description of the sampleCombined RAP, 1/2-inch
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byOrtiz
Title of samplerTET Telephone number of samplerUnknown
Laboratory sample identificationD77368B Linked DIME Sample ID2018-05-13-2
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number896274
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceNorthstate Asphalt
Aggregate Size1/2-inch Aggregate SourceUnknown
RAP StockpileStatic Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set HMA PayNo

Test Details

DIME Sample ID: 2018-05-13-4
DIME Test ID: 2018-05-13-4-2
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: 2018-07-16

Test Results


Input Type: Calculated
Tester's full name: Darrell Valasek
Date of test: 05/15/2018
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: 93 %
Cumulative percent passing the 3/8 in. sieve: 82.8 %
Cumulative percent passing the 1/4 in. sieve: 67.3 %
Cumulative percent passing the #4 sieve: 57.8 %
Cumulative percent passing the #8 sieve: 41.6 %
Cumulative percent passing the #16 sieve: 30.3 %
Cumulative percent passing the #30 sieve: 22.4 %
Cumulative percent passing the #50 sieve: 16.2 %
Cumulative percent passing the #100 sieve: 11.7 %
Cumulative percent passing the #200 sieve: 8.83 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/16/2018