Test 2020-06-10-31-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214589
DEA: 020J1604
DIST-CO-RTE-PM02-PLU-284-0.0/8.3
Work DescriptionPLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location DescriptionPLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
Sample Information
Sample Taken Date6/10/2020 Sample Unique Key31
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 testing6/11/2020
Sample typeVerification A brief description of the sampleWashed Dust Sized Untreated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byCGI Last name of sampler or witnessed byCGI
Title of sampler Laboratory sample identificationD78468C 20-05
The fabricator/manufacturer/facility nameWard Lake Pit Transportation Laboratory (TL) Number896983
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)91-18-0008
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedSized Untreated Aggregate Stockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/4 inch
The concrete mix design numberJMF 20-05-S1a Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-155, JMF3513-2020-198
Test Details
DIME Sample ID: 2020-06-10-31
DIME Test ID: 2020-06-10-31-1
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: 2020-07-06
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: 06/15/2020
Total mass of material in the sample: 514.5 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: 0 grams
Mass retained on the 1/4 in. sieve: 4.6 grams
Cumulative mass retained on the #4 sieve: 51.8 grams
Total sample mass passing the #4 sieve: 462.7 grams
Total mass of fine material in the sample: 462.7 grams
Cumulative mass retained on the #8 sieve: 188.3 grams
Cumulative mass retained on the #16 sieve: 302.3 grams
Cumulative mass retained on the #30 sieve: 371.4 grams
Cumulative mass retained on the #50 sieve: 414.2 grams
Cumulative mass retained on the #100 sieve: 440.5 grams
Cumulative mass retained on the #200 sieve: 449.8 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:100 %
Cumulative percent passing the 1/4 in. sieve:99.1 %
Cumulative percent passing the #4 sieve:89.9 %
Cumulative percent passing the #8 sieve:53.3 %
Cumulative percent passing the #16 sieve:31.2 %
Cumulative percent passing the #30 sieve:17.7 %
Cumulative percent passing the #50 sieve:9.4 %
Cumulative percent passing the #100 sieve:4.3 %
Cumulative percent passing the #200 sieve:2.51 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/06/2020