Summary for Test 2021-10-14-38-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 215403
DEA: 021H4004
EFIS: 0216000042
DIST-CO-RTE-PM02-SIS-5-R8.3
Award Date03/02/2021
Closeout Date02/28/2022
Work DescriptionPLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA.
Location DescriptionSISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING
QA Service Level1 (Verified on 01/07/2021)

Sample Information

Sample Taken Date10/14/2021 Sample Unique Key38
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 testing10/14/2021
Sample typeAcceptance A brief description of the sample3/8 Inch RAP
The quantity of what the sample constitutes2 Bags RAP for PSE From where was the sample collectedManufacturer
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerUnknown Telephone number of sampler
Laboratory sample identificationD78959 Linked DIME Sample ID2021-10-14-37, 2021-10-14-39
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number853084
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size3/8 Inch Aggregate Source
RAP StockpileContinuous Stockpile Size (tons)Unknown
HMA Design ID

Test Details

DIME Sample ID: 2021-10-14-38
DIME Test ID: 2021-10-14-38-3
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-10-21

Test Results


Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 10/19/2021
Total mass of material in the sample: 1508.2 grams
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: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 13.6 grams
Mass retained on the 1/4 in. sieve: 292.7 grams
Cumulative mass retained on the #4 sieve: 505.6 grams
Cumulative mass retained on the #8 sieve: 837 grams
Cumulative mass retained on the #16 sieve: 1025.2 grams
Cumulative mass retained on the #30 sieve: 1142.5 grams
Cumulative mass retained on the #50 sieve: 1230.3 grams
Cumulative mass retained on the #100 sieve: 1300.9 grams
Cumulative mass retained on the #200 sieve: 1351.8 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:99.1 %
Cumulative percent passing the 1/4 in. sieve:80.6 %
Cumulative percent passing the #4 sieve:66.5 %
Cumulative percent passing the #8 sieve:44.5 %
Cumulative percent passing the #16 sieve:32 %
Cumulative percent passing the #30 sieve:24.2 %
Cumulative percent passing the #50 sieve:18.4 %
Cumulative percent passing the #100 sieve:13.7 %
Cumulative percent passing the #200 sieve:10.37 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2021