Summary for Test 2019-07-25-12-1

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 213283
DEA: 060U09U4
EFIS: 0616000243
DIST-CO-RTE-PM06-FRE-168-R36.0/65.9
Award Date08/24/2018
Closeout Date01/31/2020
Work DescriptionHMA RESURFACING AND REHAB CULVERTS
Location DescriptionFRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF AUBERRY ROAD TO KAISER PASS ROAD
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date07/25/2019 Sample Unique Key12
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 testing08/09/2019
Sample typeDispute Resolution A brief description of the sample3/4 inch HMA-A 15%RAP
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed bym Last name of sampler or witnessed byShirvani
Title of samplerTE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Ashland Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

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

Test Details

DIME Sample ID: 2019-07-25-12
DIME Test ID: 2019-07-25-12-1
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: 2019-12-17

Test Results


Input Type: Measured
Tester's full name: Gurpartap Grewal
Date of test: 08/27/2019
Total mass of material in the sample: 1508.8 grams
Cumulative 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: 7.3 grams
Cumulative mass retained on the 1/2 in. sieve: 63.3 grams
Cumulative mass retained on the 3/8 in. sieve: 235.8 grams
Cumulative mass retained on the 1/4 in. sieve: no data grams
Cumulative mass retained on the #4 sieve: 664.1 grams
Cumulative mass retained on the #8 sieve: 886.5 grams
Cumulative mass retained on the #16 sieve: 1019.2 grams
Cumulative mass retained on the #30 sieve: 1135.6 grams
Cumulative mass retained on the #50 sieve: 1251 grams
Cumulative mass retained on the #100 sieve: 1339.9 grams
Cumulative mass retained on the #200 sieve: 1389.9 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: 99.5 %
Cumulative percent passing the 1/2 in. sieve: 95.8 %
Cumulative percent passing the 3/8 in. sieve: 84.4 %
Cumulative percent passing the 1/4 in. sieve: no data
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 41.2 %
Cumulative percent passing the #16 sieve: 32.4 %
Cumulative percent passing the #30 sieve: 24.7 %
Cumulative percent passing the #50 sieve: 17.1 %
Cumulative percent passing the #100 sieve: 11.2 %
Cumulative percent passing the #200 sieve: 7.88 %
General comments (publicly viewable) (Max 1000 characters): ranslab internal lab no. 019-022 Dispute Resolution AASHTO T-30

Test was verified on 12/17/2019