Summary for Test 2021-09-01-25-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 212496
DEA: 024E4504
EFIS: 0200020286
DIST-CO-RTE-PM02-LAS,MOD-139,299-VAR
Award Date07/28/2020
Closeout Date08/14/2023
Work DescriptionPLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location DescriptionLASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
QA Service Level1 (Verified on 06/06/2017)

Sample Information

Sample Taken Date09/01/2021 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 testing09/02/2021
Sample typeAcceptance A brief description of the sample3/8 inch RAP
The quantity of what the sample constitutesPSE 1 bag at 418 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byE. Last name of sampler or witnessed byChavez
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identificationD78937 Linked DIME Sample ID2021-09-01-24, 2021-09-01-26
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA Transportation Laboratory (TL) Number848960
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceHat Creek Construction and Materials, Shaw Pit Facility, Lookout, CA
Aggregate Size3/8 inch Aggregate SourceHat Creek Construction
RAP StockpileContinuous Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-01-25
DIME Test ID: 2021-09-01-25-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-09-09

Test Results


Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 09/04/2021
Total mass of material in the sample: 1490.6 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 10.1 grams
Cumulative mass retained on the 1/4 in. sieve: 172.5 grams
Cumulative mass retained on the #4 sieve: 308.6 grams
Cumulative mass retained on the #8 sieve: 628.8 grams
Cumulative mass retained on the #16 sieve: 871.0 grams
Cumulative mass retained on the #30 sieve: 1029.7 grams
Cumulative mass retained on the #50 sieve: 1143.1 grams
Cumulative mass retained on the #100 sieve: 1229.2 grams
Cumulative mass retained on the #200 sieve: 1292.3 grams
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: 99.3 %
Cumulative percent passing the 1/4 in. sieve: 88.4 %
Cumulative percent passing the #4 sieve: 79.3 %
Cumulative percent passing the #8 sieve: 57.8 %
Cumulative percent passing the #16 sieve: 41.6 %
Cumulative percent passing the #30 sieve: 30.9 %
Cumulative percent passing the #50 sieve: 23.3 %
Cumulative percent passing the #100 sieve: 17.5 %
Cumulative percent passing the #200 sieve: 13.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/9/2021