Summary for Test 2021-06-02-6-1

Test performed: AASHTO T27-14
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only. Please click this link to view the corrected test.

Project Information

Project IdentifiersProject ID: 215245
DEA: 021J4504
EFIS: 0220000080
DIST-CO-RTE-PM02-SIS-89-14.0/19.0
Award Date12/08/2020
Closeout Date09/27/2021
Work DescriptionPLACE HMA (TYPE A).
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
QA Service Level1 (Verified on 10/23/2020)

Sample Information

Sample Taken Date06/02/2021 Sample Unique Key6
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 testing06/02/2021
Sample typeAcceptance A brief description of the sampleTreated Virgin 3/8-inch Type A Aggregate
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed by.
Title of samplerCGI Telephone number of sampler
Laboratory sample identificationD78819A Linked DIME Sample ID2021-06-02-7
The fabricator/manufacturer/facility nameJF Shea Construction, Fawndale Rock and Asphalt, Redding, CA Transportation Laboratory (TL) Number858980
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-45-0017
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSampling device at plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2021-06-02-6
DIME Test ID: 2021-06-02-6-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-08-19

Test Results


What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/04/2021
Total mass of material in the sample: 1518.8 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: 83 grams
Mass retained on the 1/4 in. sieve: 520 grams
Cumulative mass retained on the #4 sieve: 778 grams
Total sample mass passing the #4 sieve: 743 grams
Total mass of fine material in the sample: 522.5 grams
Cumulative mass retained on the #8 sieve: 346.2 grams
Cumulative mass retained on the #16 sieve: 450.4 grams
Cumulative mass retained on the #30 sieve: 465.8 grams
Cumulative mass retained on the #50 sieve: 471.9 grams
Cumulative mass retained on the #100 sieve: 480.2 grams
Cumulative mass retained on the #200 sieve: 487.8 grams
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:94.5 %
Cumulative percent passing the 1/4 in. sieve:65.8 %
Cumulative percent passing the #4 sieve:48.8 %
Cumulative percent passing the #8 sieve:16.5 %
Cumulative percent passing the #16 sieve:6.7 %
Cumulative percent passing the #30 sieve:5.3 %
Cumulative percent passing the #50 sieve:4.7 %
Cumulative percent passing the #100 sieve:4 %
Cumulative percent passing the #200 sieve:3.24 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/19/2021

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.