Summary for Test 2019-04-05-18-3

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 9999
DEA: 00000000
EFIS: 0000000000
COOP: 99999333399
MINOR: 333333
Permit Numbers: 555555 0400NRT0000
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level1 (Verified on 04/05/2013)

Sample Information

Sample Taken Date04/05/2019 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 testing04/10/2019
Sample typeVerification A brief description of the sample3/8" RAP
The quantity of what the sample constitutesAggregate for JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byNeale Last name of sampler or witnessed byB
Title of samplerNA Telephone number of sampler
Laboratory sample identification19-J-003 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite, Arvin Transportation Laboratory (TL) NumberC772606
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceManufacturer
Aggregate SizeUnknown Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-05-18
DIME Test ID: 2019-04-05-18-3
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-12-13

Test Results


Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/10/2019
Total mass of material in the sample: 1612.9 grams
Cumulative mass retained on the 2 in. sieve: no data 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: 10.6 grams
Cumulative mass retained on the 1/4 in. sieve: no data grams
Cumulative mass retained on the #4 sieve: 386.8 grams
Cumulative mass retained on the #8 sieve: 678.6 grams
Cumulative mass retained on the #16 sieve: 889.3 grams
Cumulative mass retained on the #30 sieve: 1048.8 grams
Cumulative mass retained on the #50 sieve: 1201.3 grams
Cumulative mass retained on the #100 sieve: 1324.3 grams
Cumulative mass retained on the #200 sieve: 1433.4 grams
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: 99.3 %
Cumulative percent passing the 1/4 in. sieve: no data
Cumulative percent passing the #4 sieve: 76 %
Cumulative percent passing the #8 sieve: 57.9 %
Cumulative percent passing the #16 sieve: 44.9 %
Cumulative percent passing the #30 sieve: 35 %
Cumulative percent passing the #50 sieve: 25.5 %
Cumulative percent passing the #100 sieve: 17.9 %
Cumulative percent passing the #200 sieve: 11.13 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/13/2019