Summary for Test 2019-05-29-29-2

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 213791
DEA: 024H2204
EFIS: 0218000096
DIST-CO-RTE-PM02-SIS-89-28.0/34.0
Award Date01/22/2019
Closeout Date08/13/2021
Work DescriptionPAVEMENT OVERLAY.
Location DescriptionSISKIYOU COUNTY NEAR MCCLOUD FROM 0.5 MILE SOUTH OF MOUNTAIN HOUSE ROAD TO 0.3 MILE SOUTH OF AZALEA ROAD
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date05/29/2019 Sample Unique Key29
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 testing05/29/2019
Sample typeVerification A brief description of the sampleCombined RAP (3/8-inch)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed byBibbens
Title of sampler Telephone number of sampler
Laboratory sample identificationD77896B Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number991042
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale
Aggregate SizeCombined Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-05-29-29
DIME Test ID: 2019-05-29-29-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-07-10

Test Results


Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/05/2019
Total mass of material in the sample: 1453.7 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 3.4 grams
Cumulative mass retained on the 3/8 in. sieve: 27 grams
Cumulative mass retained on the 1/4 in. sieve: 246.7 grams
Cumulative mass retained on the #4 sieve: 407.2 grams
Cumulative mass retained on the #8 sieve: 691 grams
Cumulative mass retained on the #16 sieve: 904.2 grams
Cumulative mass retained on the #30 sieve: 1051.9 grams
Cumulative mass retained on the #50 sieve: 1157.1 grams
Cumulative mass retained on the #100 sieve: 1230 grams
Cumulative mass retained on the #200 sieve: 1279.9 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: 99.8 %
Cumulative percent passing the 3/8 in. sieve: 98.1 %
Cumulative percent passing the 1/4 in. sieve: 83 %
Cumulative percent passing the #4 sieve: 72 %
Cumulative percent passing the #8 sieve: 52.5 %
Cumulative percent passing the #16 sieve: 37.8 %
Cumulative percent passing the #30 sieve: 27.6 %
Cumulative percent passing the #50 sieve: 20.4 %
Cumulative percent passing the #100 sieve: 15.4 %
Cumulative percent passing the #200 sieve: 11.96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/10/2019