Summary for Test 2020-07-01-43-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 214685
DEA: 024E46U4
EFIS: 0216000122
DIST-CO-RTE-PM02-LAS-36-6.0/14.6
Award Date05/08/2020
Closeout DateNot set
Work DescriptionREPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location DescriptionLASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date07/01/2020 Sample Unique Key43
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 testing07/02/2020
Sample typeVerification A brief description of the sampleFine RAP (3/8-inch)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of sampler Telephone number of sampler
Laboratory sample identificationD78502B Linked DIME Sample ID
The fabricator/manufacturer/facility nameWard Lake Plant Transportation Laboratory (TL) Number896802
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceWard Lake
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
JMF Verification ID JMF3513-2020-212

Test Details

DIME Sample ID: 2020-07-01-43
DIME Test ID: 2020-07-01-43-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-11-02

Test Results


Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 07/03/2020
Total mass of material in the sample: 1659.3 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: 25.7 grams
Mass retained on the 1/4 in. sieve: 344.2 grams
Cumulative mass retained on the #4 sieve: 538 grams
Cumulative mass retained on the #8 sieve: 881.5 grams
Cumulative mass retained on the #16 sieve: 1099.4 grams
Cumulative mass retained on the #30 sieve: 1235.2 grams
Cumulative mass retained on the #50 sieve: 1342.1 grams
Cumulative mass retained on the #100 sieve: 1435.1 grams
Cumulative mass retained on the #200 sieve: 1501.1 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:98.5 %
Cumulative percent passing the 1/4 in. sieve:79.3 %
Cumulative percent passing the #4 sieve:67.6 %
Cumulative percent passing the #8 sieve:46.9 %
Cumulative percent passing the #16 sieve:33.7 %
Cumulative percent passing the #30 sieve:25.6 %
Cumulative percent passing the #50 sieve:19.1 %
Cumulative percent passing the #100 sieve:13.5 %
Cumulative percent passing the #200 sieve:9.53 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/2/2020