Summary for Test 2024-09-03-50-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 995051
DEA: 023H6804
EFIS: 0218000006
DIST-CO-RTE-PM02-SHA-5-R28.8/R44.1
Award Date10/26/2023
Closeout Date09/24/2025
Work DescriptionPLACE RHMA, PAINT TRAFFIC STRIPE, & INSTALL FIBER OPTIC CABLE SYSTEM.
Location DescriptionSHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE CITY FROM PIT RIVER BRIDGE TO 1.2 MILES SOUTH OF DOG CREEK BRIDGE
QA Service Level1 (Verified on 08/14/2023)

Sample Information

Sample Taken Date09/03/2024 Sample Unique Key50
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 testing09/03/2024
Sample typeProduction Start-Up A brief description of the sampleRAP
The quantity of what the sample constitutes1 Bag From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79703B Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number851381
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
2024-09-20: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22024-09-03-50-1

Test Details

DIME Sample ID: 2024-09-03-50
DIME Test ID: 2024-09-03-50-1
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: 2024-09-12

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 09/12/2024
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1462.1 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
15.0 grams-1.3 %98 %
449.4 grams2.0 %71 %
757.1 grams1.3 %50 %
961.8 grams0.0 %34 %
1100.1 grams-0.7 %24 %
1198.3 grams-2.7 %15 %
1264.7 grams-3.0 %11 %
1307.6 grams-2.9 %7.7 %
1309.8 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/12/2024