Test 2021-03-04-26-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213700
DEA: 020H9004
EFIS: 0215000077
DIST-CO-RTE-PM02-BUT-70-41.9/42.3
Work DescriptionREMOVE CULVERTS AND CONSTRUCT BRIDGE
Location DescriptionBUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
Sample Information
Sample Taken Date3/4/2021 Sample Unique Key26
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 testing3/5/2021
Sample typeAcceptance A brief description of the sampleLime Treated 3/4-inch Type A Aggregate
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byMonte Last name of sampler or witnessed bySpencer
Title of sampler Laboratory sample identificationD78752A
The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant Transportation Laboratory (TL) Number896989
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)91-11-0007
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 collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 20-02-P02 Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-03-04-26
DIME Test ID: 2021-03-04-26-1
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: 2021-04-22
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 Rios Dorado
Date of test: 03/09/2021
Total mass of material in the sample: 5228.1 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: 128 grams
Cumulative mass retained on the 1/2 in. sieve: 1189 grams
Cumulative mass retained on the 3/8 in. sieve: 1865 grams
Mass retained on the 1/4 in. sieve: 2653 grams
Cumulative mass retained on the #4 sieve: 3039 grams
Total sample mass passing the #4 sieve: 2189.1 grams
Total mass of fine material in the sample: 514.2 grams
Cumulative mass retained on the #8 sieve: 195.1 grams
Cumulative mass retained on the #16 sieve: 308 grams
Cumulative mass retained on the #30 sieve: 376.5 grams
Cumulative mass retained on the #50 sieve: 425 grams
Cumulative mass retained on the #100 sieve: 461.3 grams
Cumulative mass retained on the #200 sieve: 482.5 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:97.6 %
Cumulative percent passing the 1/2 in. sieve:77.3 %
Cumulative percent passing the 3/8 in. sieve:64.3 %
Cumulative percent passing the 1/4 in. sieve:49.3 %
Cumulative percent passing the #4 sieve:41.9 %
Cumulative percent passing the #8 sieve:26 %
Cumulative percent passing the #16 sieve:16.8 %
Cumulative percent passing the #30 sieve:11.2 %
Cumulative percent passing the #50 sieve:7.3 %
Cumulative percent passing the #100 sieve:4.3 %
Cumulative percent passing the #200 sieve:2.58 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/22/2021