Summary for Test 2021-03-19-25-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 215405
DEA: 032G1604
EFIS: 0320000235
DIST-CO-RTE-PM03-YOL-45-0.6/12.9
Award Date02/16/2021
Closeout Date06/30/2021
Work DescriptionCOLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT.
Location DescriptionYOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD
QA Service Level1 (Verified on 01/18/2021)

Sample Information

Sample Taken Date03/19/2021 Sample Unique Key25
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 testing03/19/2021
Sample typeVerification A brief description of the sampleRAP (minus 3/4")
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byTeichert Personnel (SAMPLER) Last name of sampler or witnessed bySam Mosallem (WITNESS)
Title of sampler Telephone number of sampler
Laboratory sample identificationJMF21-015 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert - Woodland Plant Transportation Laboratory (TL) NumberC849138
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTeichert Woodland Plant, RAP Bin 1
Aggregate Size Aggregate Source
RAP StockpileStatic Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-19-25
DIME Test ID: 2021-03-19-25-3
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: 2021-05-25

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Mario Munoz
Date of test: 03/29/2021
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 89 %
Cumulative percent passing the #4 sieve: 68 %
Cumulative percent passing the #8 sieve: 49 %
Cumulative percent passing the #16 sieve: 37 %
Cumulative percent passing the #30 sieve: 28 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 8.6 %
General comments (publicly viewable) (Max 1000 characters): JMF21-015.

Test was verified on 5/25/2021