Summary for Test 2020-11-14-9-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Award Date05/01/2019
Closeout Date02/22/2024
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date11/14/2020 Sample Unique Key9
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 testing01/07/2021
Sample typeVerification A brief description of the sampleRAP minus 1/2"
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJ. Buscheck (WITNESS) Last name of sampler or witnessed byTeichert Personnel (SAMPLER)
Title of sampler Telephone number of sampler
Laboratory sample identificationJMF21-004 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins - Continuous Plant Dreyer Drum 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 SourceTeichert Perkins, RAP Bin 1
Aggregate Size Aggregate Source
RAP StockpileStatic Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Test Details

DIME Sample ID: 2020-11-14-9
DIME Test ID: 2020-11-14-9-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-03-29

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Kavon Rastegar
Date of test: 02/08/2021
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: 96 %
Cumulative percent passing the #4 sieve: 44 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.4 %
General comments (publicly viewable) (Max 1000 characters): JMF21-004. Terrance White

Test was verified on 3/29/2021