Summary for Test 2020-03-20-20-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date03/20/2020 Sample Unique Key20
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 testing03/23/2020
Sample typeDepartment Acceptance A brief description of the sampleRAP
The quantity of what the sample constitutes50000 ton From where was the sample collectedManufacturer
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78363B Linked DIME Sample ID2020-03-20-19
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number897551
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 SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Test Details

DIME Sample ID: 2020-03-20-20
DIME Test ID: 2020-03-20-20-2
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: 2020-04-14

Test Results


Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Cindy Bryant
Date of test: 03/26/2020
Cumulative Mass RetainedCumulative Percent Passing
1288 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
14.1 grams98.9 %
220.2 grams82.9 %
421.3 grams67.3 %
710.4 grams44.8 %
877.6 grams31.9 %
986.7 grams23.4 %
1064.8 grams17.3 %
1119.6 grams13.1 %
1155.2 grams10.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/14/2020