Summary for Test 2021-03-08-23-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 214764
DEA: 032H6404
EFIS: 0317000167
DIST-CO-RTE-PM03-SAC-12,160-0.4/0.9,L10.5/R0.2
Award Date05/20/2020
Closeout Date05/11/2022
Work DescriptionMODIFY SIGNAL AND LIGHTING SYSTEM, PLACE RHMA AND ROADWAY EXCAVATION.
Location DescriptionSACRAMENTO COUNTY NEAR RIO VISTA ON ROUTE 12 FROM 0.6 MILE EAST OF SACRAMENTO RIVER BRIDGE TO 5.2 MILES WEST OF MOKELUMNE RIVER BRIDGE AND ON ROUTE 160 FROM 3.6 MILES NORTH OF THREE MILE SLOUGH BRIDGE TO 2.7 MILES SOUTH OF CIRCLE DRIVE
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date03/08/2021 Sample Unique Key23
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 testing03/09/2021
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 byGeorge Reed Personnel (SAMPLER) Last name of sampler or witnessed byUnkown (WITNESS)
Title of sampler Telephone number of sampler
Laboratory sample identificationJMF21-010 Linked DIME Sample ID2021-03-08-22
The fabricator/manufacturer/facility nameGeorge Reed Inc- Clements Batch Plant Transportation Laboratory (TL) NumberNone provided
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceGeorge Reed Inc Clements Batch Plant, RAP Bin 1
Aggregate Size Aggregate Source
RAP StockpileContinuous Stockpile Size (tons)3000
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-08-23
DIME Test ID: 2021-03-08-23-3
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: 2021-04-22

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Terrance White
Date of test: 03/16/2021
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: 74 %
Cumulative percent passing the #8 sieve: 50 %
Cumulative percent passing the #16 sieve: 37 %
Cumulative percent passing the #30 sieve: 28 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 16 %
Cumulative percent passing the #200 sieve: 11.3 %
General comments (publicly viewable) (Max 1000 characters): JMF21-010.

Test was verified on 4/22/2021