Test 2020-07-01-37-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214685
DEA: 024E46U4
EFIS: 0216000122
DIST-CO-RTE-PM02-LAS-36-6.0/14.6
Work DescriptionREPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location DescriptionLASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Sample Information
Sample Taken Date7/1/2020 Sample Unique Key37
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 testing7/2/2020
Sample typeVerification A brief description of the sample3/4″ Sized Untreated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of sampler Laboratory sample identificationD78503A
The fabricator/manufacturer/facility nameWard Lake Pit Transportation Laboratory (TL) Number896803
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 Size3/4 inch
The concrete mix design numberJMF 20-08-S2 Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-212
Test Details
DIME Sample ID: 2020-07-01-37
DIME Test ID: 2020-07-01-37-1
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: 2020-11-02
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: Dennis Hickey and A. Mills
Date of test: 07/03/2020
Total mass of material in the sample: 5120.1 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: 229 grams
Cumulative mass retained on the 1/2 in. sieve: 2938 grams
Cumulative mass retained on the 3/8 in. sieve: 4517 grams
Mass retained on the 1/4 in. sieve: 4995 grams
Cumulative mass retained on the #4 sieve: 5015 grams
Total sample mass passing the #4 sieve: 105.1 grams
Total mass of fine material in the sample: 105.1 grams
Cumulative mass retained on the #8 sieve: 12.3 grams
Cumulative mass retained on the #16 sieve: 20.3 grams
Cumulative mass retained on the #30 sieve: 26.6 grams
Cumulative mass retained on the #50 sieve: 33.3 grams
Cumulative mass retained on the #100 sieve: 41.7 grams
Cumulative mass retained on the #200 sieve: 50.5 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:95.5 %
Cumulative percent passing the 1/2 in. sieve:42.6 %
Cumulative percent passing the 3/8 in. sieve:11.8 %
Cumulative percent passing the 1/4 in. sieve:2.4 %
Cumulative percent passing the #4 sieve:2.1 %
Cumulative percent passing the #8 sieve:1.9 %
Cumulative percent passing the #16 sieve:1.7 %
Cumulative percent passing the #30 sieve:1.6 %
Cumulative percent passing the #50 sieve:1.4 %
Cumulative percent passing the #100 sieve:1.3 %
Cumulative percent passing the #200 sieve:1.09 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/02/2020