Test 2021-08-30-28-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 215393
DEA: 021J5104
EFIS: 0220000086
DIST-CO-RTE-PM02-LAS,MOD-139-57.0/66.635,0.0/0.1
Work DescriptionPERFORM COLD IN-PLACE RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A).
Location DescriptionLASSEN AND MODOC COUNTIES NEAR ADIN FROM 4.5 MILES SOUTH OF COUNTY ROAD A2 TO 0.1 MILE SOUTH OF ROUTE 299
Sample Information
Sample Taken Date8/30/2021 Sample Unique Key28
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 testing8/31/2021
Sample typeAcceptance A brief description of the sample1/2 inch Lime treated coldfeed
The quantity of what the sample constitutesPSE 2 bags at 286 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byE. Last name of sampler or witnessed byChavez
Title of samplerMaterials Tester Laboratory sample identificationD78933
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA Transportation Laboratory (TL) Number848954
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)91-25-0008
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedPlant Sampler
Where the material sample would have been placed if not sampled02 LAS MOD 139 Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-08-30-28
DIME Test ID: 2021-08-30-28-1
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: 2021-09-09
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: Karen Dorado
Date of test: 08/31/2021
Total mass of material in the sample: 3068 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: 60 grams
Cumulative mass retained on the 3/8 in. sieve: 506 grams
Mass retained on the 1/4 in. sieve: 1109 grams
Cumulative mass retained on the #4 sieve: 1508 grams
Total sample mass passing the #4 sieve: 1560 grams
Total mass of fine material in the sample: 488.5 grams
Cumulative mass retained on the #8 sieve: 189.8 grams
Cumulative mass retained on the #16 sieve: 291.2 grams
Cumulative mass retained on the #30 sieve: 352.3 grams
Cumulative mass retained on the #50 sieve: 389.8 grams
Cumulative mass retained on the #100 sieve: 414.5 grams
Cumulative mass retained on the #200 sieve: 430.4 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:98 %
Cumulative percent passing the 3/8 in. sieve:83.5 %
Cumulative percent passing the 1/4 in. sieve:63.9 %
Cumulative percent passing the #4 sieve:50.8 %
Cumulative percent passing the #8 sieve:31.1 %
Cumulative percent passing the #16 sieve:20.5 %
Cumulative percent passing the #30 sieve:14.2 %
Cumulative percent passing the #50 sieve:10.3 %
Cumulative percent passing the #100 sieve:7.7 %
Cumulative percent passing the #200 sieve:6.04 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/09/2021