Test 2020-04-15-41-9 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214642
DEA: 031G6704
EFIS: 0319000117
DIST-CO-RTE-PM03---
Work DescriptionCOLD PLANE AC PAVEMENT AND RHMA-G OVERLAY.
Location DescriptionGLENN COUNTY NEAR WILLOWS FROM 2.3 MILES EAST OF NYE CREEK BRIDGE TO 0.2 MILE WEST OF ROUTE 162/5 SEPARATION
Sample Information
Sample Taken Date4/15/2020 Sample Unique Key41
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 testing4/16/2020
Sample typeVerification A brief description of the sample3/4" RHMA-G
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMckeehan (WITNESS)
Title of samplerKnife River Construction personnel Laboratory sample identificationJMF20-016
The fabricator/manufacturer/facility nameKRC Orland Drum Plant Transportation Laboratory (TL) NumberC779099
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 number Lot number
Sublot number JMF Verification ID JMF3513-2020-233
Test Details
DIME Sample ID: 2020-04-15-41
DIME Test ID: 2020-04-15-41-9
Testing Lab: CT D03 - 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: 2021-01-11
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Calculated
Tester's full name: Thom Stinnett
Date of test: 04/16/2020
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 %
Cumulative percent passing the 1/2 in. sieve:82 %
Cumulative percent passing the 3/8 in. sieve:61 %
Cumulative percent passing the #4 sieve:36 %
Cumulative percent passing the #8 sieve:21 %
Cumulative percent passing the #16 sieve:13 %
Cumulative percent passing the #30 sieve:9 %
Cumulative percent passing the #50 sieve:6 %
Cumulative percent passing the #100 sieve:4 %
Cumulative percent passing the #200 sieve:2.2 %
General comments (publicly viewable) (Max 1000 characters): JMF20-016. Test date estimated.

Test was verified on 01/11/2021