Summary for Test 2020-03-26-22-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 214190
DEA: 024G41U4
EFIS: 0218000047
DIST-CO-RTE-PM02-SIS,SIS-5-Var
Award Date08/26/2019
Closeout Date11/24/2021
Work DescriptionREPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location DescriptionSHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
QA Service Level1 (Verified on 07/09/2019)

Sample Information

Sample Taken Date03/26/2020 Sample Unique Key22
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 testing03/27/2020
Sample typeVerification A brief description of the sampleCombined RAP (3/8-inch Minus)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78368B Linked DIME Sample ID2020-03-26-21
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number897555
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size3/8-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-03-26-22
DIME Test ID: 2020-03-26-22-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-04-27

Test Results


Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Karen Spliethof
Date of test: 03/31/2020
Total mass of material in the sample: 1335.5 grams
Mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 17.6 grams
Cumulative mass retained on the 1/4 in. sieve: 209.7 grams
Cumulative mass retained on the #4 sieve: 378 grams
Cumulative mass retained on the #8 sieve: 572.5 grams
Cumulative mass retained on the #16 sieve: 860.5 grams
Cumulative mass retained on the #30 sieve: 985.1 grams
Cumulative mass retained on the #50 sieve: 1076.6 grams
Cumulative mass retained on the #100 sieve: 1141 grams
Cumulative mass retained on the #200 sieve: 1183.1 grams
Cumulative percent passing the 2 in. sieve: 100 %
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: 98.7 %
Cumulative percent passing the 1/4 in. sieve: 84.3 %
Cumulative percent passing the #4 sieve: 71.7 %
Cumulative percent passing the #8 sieve: 57.1 %
Cumulative percent passing the #16 sieve: 35.6 %
Cumulative percent passing the #30 sieve: 26.2 %
Cumulative percent passing the #50 sieve: 19.4 %
Cumulative percent passing the #100 sieve: 14.6 %
Cumulative percent passing the #200 sieve: 11.41 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/27/2020