Test 2021-10-08-18-1 (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 Date10/8/2021 Sample Unique Key18
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 testing10/9/2021
Sample typeAcceptance A brief description of the sampleCombined Treated 3/4-Inch Type A Aggregate
The quantity of what the sample constitutesCombined gradation for PSE From where was the sample collectedManufacturer
First name of sampler or witnessed byJ. Last name of sampler or witnessed byDelgado
Title of samplerConsultant Laboratory sample identificationD78954
The fabricator/manufacturer/facility nameHat Creek Construction, Ward Lake Plant, Litchfield, CA Transportation Laboratory (TL) Number695653
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 collectedMathematically Combined
Where the material sample would have been placed if not sampled02 LAS 36 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-10-08-18
DIME Test ID: 2021-10-08-18-1
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: 2021-10-21
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: Calculated
Tester's full name: Terry McCormick
Date of test: 10/11/2021
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:98.1 %
Cumulative percent passing the 1/2 in. sieve:86.6 %
Cumulative percent passing the 3/8 in. sieve:80.9 %
Cumulative percent passing the 1/4 in. sieve:57.9 %
Cumulative percent passing the #4 sieve:46.9 %
Cumulative percent passing the #8 sieve:30.6 %
Cumulative percent passing the #16 sieve:21.1 %
Cumulative percent passing the #30 sieve:15.7 %
Cumulative percent passing the #50 sieve:11.7 %
Cumulative percent passing the #100 sieve:8.7 %
Cumulative percent passing the #200 sieve:6.75 %
General comments (publicly viewable) (Max 1000 characters): CT 384

Test was verified on 10/21/2021