Summary for Test 2021-06-21-68-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 212245
DEA: 024F8604
EFIS: 0213000043
DIST-CO-RTE-PM02-TRI-36-26.7/27.1
Award Date11/02/2018
Closeout Date05/23/2022
Work DescriptionROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location DescriptionTRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
QA Service Level1 (Verified on 03/21/2017)

Sample Information

Sample Taken Date06/21/2021 Sample Unique Key68
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing06/21/2021
Sample typeAcceptance A brief description of the sample1 bag lime treated 3/4-inch virgin aggregate for use in 3/4-inch Type A HMA
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identificationD78851A Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number
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::Fawndale Rock Quarry
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 collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2021-06-21-68
DIME Test ID: 2021-06-21-68-1
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: 2022-01-25

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: 06/22/2021
Total mass of material in the sample: 5285.8 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: 29 grams
Cumulative mass retained on the 1/2 in. sieve: 1150 grams
Cumulative mass retained on the 3/8 in. sieve: 1770 grams
Mass retained on the 1/4 in. sieve: 2585 grams
Cumulative mass retained on the #4 sieve: 2936 grams
Total sample mass passing the #4 sieve: 2349.8 grams
Total mass of fine material in the sample: 506.7 grams
Cumulative mass retained on the #8 sieve: 212.1 grams
Cumulative mass retained on the #16 sieve: 336.7 grams
Cumulative mass retained on the #30 sieve: 401 grams
Cumulative mass retained on the #50 sieve: 435.8 grams
Cumulative mass retained on the #100 sieve: 456.3 grams
Cumulative mass retained on the #200 sieve: 467.7 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:99.5 %
Cumulative percent passing the 1/2 in. sieve:78.2 %
Cumulative percent passing the 3/8 in. sieve:66.5 %
Cumulative percent passing the 1/4 in. sieve:51.1 %
Cumulative percent passing the #4 sieve:44.5 %
Cumulative percent passing the #8 sieve:25.9 %
Cumulative percent passing the #16 sieve:14.9 %
Cumulative percent passing the #30 sieve:9.3 %
Cumulative percent passing the #50 sieve:6.2 %
Cumulative percent passing the #100 sieve:4.4 %
Cumulative percent passing the #200 sieve:3.43 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/25/2022