Test 2020-11-19-11-3 (AASHTO T30-19) Summary

Project Information
Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
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
Sample Information
Sample Taken Date11/19/2020 Sample Unique Key11
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 testing2/8/2021
Sample typeVerification A brief description of the sampleRAP
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 byJ. Buscheck (WITNESS)
Title of samplerGranite Personnel Laboratory sample identificationJMF21-006
The fabricator/manufacturer/facility nameGranite Construction Company -- Bradshaw Plant Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeReclaimed Asphalt Pavement RAP SourceGranite Construction Company Bradshaw Plant, RAP Bin 1
Aggregate Size Aggregate Source
RAP StockpileContinuous Stockpile Size (tons)40,000
JMF Verification ID JMF3513-2021-44
Test Details
DIME Sample ID: 2020-11-19-11
DIME Test ID: 2020-11-19-11-3
Testing Lab: CT D03 - North Region Materials Lab
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-04-14
Test Results

Does this test use 1/4 sieve?: No
Input Type: Calculated
Tester's full name: Terrance White
Date of test: 03/22/2021
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:100 %
Cumulative percent passing the #4 sieve:80 %
Cumulative percent passing the #8 sieve:56 %
Cumulative percent passing the #16 sieve:42 %
Cumulative percent passing the #30 sieve:32 %
Cumulative percent passing the #50 sieve:22 %
Cumulative percent passing the #100 sieve:13 %
Cumulative percent passing the #200 sieve:7.1 %
General comments (publicly viewable) (Max 1000 characters): JMF21-006.

Test was verified on 04/14/2021