Test 2021-05-19-39-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 215252
DEA: 021J4704
EFIS: 0220000082
DIST-CO-RTE-PM02-TRI-3-46.7/49.8,63.8/67.704
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060
Sample Information
Sample Taken Date5/19/2021 Sample Unique Key39
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 testing5/19/2021
Sample typeAcceptance A brief description of the sampleCombined Treated Virgin 3/8-inch Type A Aggreagte
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byDarrell Last name of sampler or witnessed byValasek
Title of sampler Laboratory sample identificationD78805A
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number002574
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 collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberJMF 20-13-P01 Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-05-19-39
DIME Test ID: 2021-05-19-39-1
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: 2021-07-26
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: K.Rios Dorado and McCormick
Date of test: 05/20/2021
Total mass of material in the sample: 8240.3 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: 11 grams
Cumulative mass retained on the 3/8 in. sieve: 406 grams
Mass retained on the 1/4 in. sieve: 2181 grams
Cumulative mass retained on the #4 sieve: 3312 grams
Total sample mass passing the #4 sieve: 4928.3 grams
Total mass of fine material in the sample: 517.4 grams
Cumulative mass retained on the #8 sieve: 245.7 grams
Cumulative mass retained on the #16 sieve: 363.3 grams
Cumulative mass retained on the #30 sieve: 422.5 grams
Cumulative mass retained on the #50 sieve: 452.8 grams
Cumulative mass retained on the #100 sieve: 469.4 grams
Cumulative mass retained on the #200 sieve: 479.2 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:99.9 %
Cumulative percent passing the 3/8 in. sieve:95.1 %
Cumulative percent passing the 1/4 in. sieve:73.5 %
Cumulative percent passing the #4 sieve:59.8 %
Cumulative percent passing the #8 sieve:31.4 %
Cumulative percent passing the #16 sieve:17.8 %
Cumulative percent passing the #30 sieve:11 %
Cumulative percent passing the #50 sieve:7.5 %
Cumulative percent passing the #100 sieve:5.5 %
Cumulative percent passing the #200 sieve:4.42 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/26/2021