Summary for Test 2021-04-01-34-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 215062
DEA: 030F2904
EFIS: 0314000101
DIST-CO-RTE-PM03-BUT-99-14.9/15.7
Award Date09/24/2020
Closeout Date03/02/2022
Work DescriptionCONSTRUCT BRIDGE AND ROADWAY; & REMOVE BRIDGE.
Location DescriptionBUTTE COUNTY ABOUT 10 MILES NORTH OF GRIDLEY FROM 0.3 MILE SOUTH TO 0.5 MILE NORTH OF NELSON AVENUE
QA Service Level1 (Verified on 07/20/2020)

Sample Information

Sample Taken Date04/01/2021 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing04/01/2021 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 byTeichert Personnel (SAMPLER)
Last name of sampler or witnessed by Brad McKeehan (WITNESS) Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample IDJMF21-020B The fabricator/manufacturer/facility nameTeichert - Hallwood Plant
Transportation Laboratory (TL) NumberC706327 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

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

Test Details

DIME Sample ID: 2021-04-01-34
DIME Test ID: 2021-04-01-34-3
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: 2021-06-03

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: 04/28/2021
Cumulative Percent Passing
100 %
100 %
100 %
100 %
96 %
85 %
58 %
40 %
30 %
23 %
16 %
12 %
9.0 %
General comments (publicly viewable) (Max 1000 characters): JMF21-020B.

Test was verified on 6/3/2021 ✔