Test 2019-07-25-13-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213283
DEA: 060U09U4
EFIS: 0616000243
DIST-CO-RTE-PM06-FRE-168-R36.0/65.9
Work DescriptionHMA RESURFACING AND REHAB CULVERTS
Location DescriptionFRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF AUBERRY ROAD TO KAISER PASS ROAD
Sample Information
Sample Taken Date7/25/2019 Sample Unique Key13
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 testing8/9/2019
Sample typeDispute Resolution A brief description of the sample3/4 inch HMA-A 15%RAP
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed byShirvani
Title of samplerTE Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan Ashland 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)Unknown
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 collectedsource
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-07-25-13
DIME Test ID: 2019-07-25-13-1
Testing Lab: CT HQ - Hot Mix Asphalt Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-12-17
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: Gurpartap Grewal
Date of test: 08/28/2019
Total mass of material in the sample: 5202.1 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: 167.8 grams
Cumulative mass retained on the 1/2 in. sieve: 1101.8 grams
Cumulative mass retained on the 3/8 in. sieve: 715.7 grams
Mass retained on the 1/4 in. sieve: 0 grams
Cumulative mass retained on the #4 sieve: 1084.9 grams
Total sample mass passing the #4 sieve: 3070.2 grams
Total mass of fine material in the sample: 534.2 grams
Cumulative mass retained on the #8 sieve: 129.9 grams
Cumulative mass retained on the #16 sieve: 235.5 grams
Cumulative mass retained on the #30 sieve: 334.9 grams
Cumulative mass retained on the #50 sieve: 414.1 grams
Cumulative mass retained on the #100 sieve: 456.2 grams
Cumulative mass retained on the #200 sieve: 478.6 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:96.8 %
Cumulative percent passing the 1/2 in. sieve:78.8 %
Cumulative percent passing the 3/8 in. sieve:86.2 %
Cumulative percent passing the 1/4 in. sieve:100 %
Cumulative percent passing the #4 sieve:79.1 %
Cumulative percent passing the #8 sieve:59.9 %
Cumulative percent passing the #16 sieve:44.2 %
Cumulative percent passing the #30 sieve:29.5 %
Cumulative percent passing the #50 sieve:17.8 %
Cumulative percent passing the #100 sieve:11.5 %
Cumulative percent passing the #200 sieve:8.23 %
General comments (publicly viewable) (Max 1000 characters): Translab internal lab no. 019-022 Dispute Resolution AASHTO T-27

Test was verified on 12/17/2019