Test 2020-01-31-1-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214634
DEA: 051M2404
EFIS: 0519000085
DIST-CO-RTE-PM05-SB-101-21.8/22.0
Work DescriptionGoleta Cross Slope Correction
Location DescriptionNot set
Sample Information
Sample Taken Date1/31/2020 Sample Unique Key1
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 testing1/31/2020
Sample typeVerification A brief description of the sample6 bags virgin 1 bag LSM
The quantity of what the sample constitutesVerification Testing From where was the sample collectedManufacturer
First name of sampler or witnessed bySal Last name of sampler or witnessed byZamora
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCalPortland Garey 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)91-42-0014
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 collectedHMA Plant
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 JMF Verification ID JMF3513-2020-93
Test Details
DIME Sample ID: 2020-01-31-1
DIME Test ID: 2020-01-31-1-1
Testing Lab: CT D05 - Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-02-03
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: Daniel Gingras
Date of test: 02/03/2020
Total mass of material in the sample: 11807.5 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: 143.2 grams
Cumulative mass retained on the 1/2 in. sieve: 1232.9 grams
Cumulative mass retained on the 3/8 in. sieve: 2902.4 grams
Mass retained on the 1/4 in. sieve: 0 grams
Cumulative mass retained on the #4 sieve: 5710.6 grams
Total sample mass passing the #4 sieve: 6096.9 grams
Total mass of fine material in the sample: 366.1 grams
Cumulative mass retained on the #8 sieve: 84.3 grams
Cumulative mass retained on the #16 sieve: 156.7 grams
Cumulative mass retained on the #30 sieve: 214.4 grams
Cumulative mass retained on the #50 sieve: 275.4 grams
Cumulative mass retained on the #100 sieve: 321 grams
Cumulative mass retained on the #200 sieve: 342.8 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:98.8 %
Cumulative percent passing the 1/2 in. sieve:89.6 %
Cumulative percent passing the 3/8 in. sieve:75.4 %
Cumulative percent passing the 1/4 in. sieve:100 %
Cumulative percent passing the #4 sieve:51.6 %
Cumulative percent passing the #8 sieve:39.7 %
Cumulative percent passing the #16 sieve:29.5 %
Cumulative percent passing the #30 sieve:21.4 %
Cumulative percent passing the #50 sieve:12.8 %
Cumulative percent passing the #100 sieve:6.4 %
Cumulative percent passing the #200 sieve:3.28 %
General comments (publicly viewable) (Max 1000 characters): Lime Treated Combined Aggregate without RAP

Test was verified on 02/03/2020