Test 2020-06-09-32-5 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date6/9/2020 Sample Unique Key32
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 testing6/10/2020
Sample typeAcceptance A brief description of the sampleUntreated Virgin Aggregate
The quantity of what the sample constitutesnot provided From where was the sample collectedManufacturer
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of sampler Laboratory sample identificationD78463
The fabricator/manufacturer/facility nameJF Shea Fawndale Transportation Laboratory (TL) Number036446
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)91-45-0017
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 collectedStockpile @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-06-09-32
DIME Test ID: 2020-06-09-32-5
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: 2020-09-24
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: Arthur Mills
Date of test: 06/10/2020
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:100 %
Cumulative percent passing the 1/2 in. sieve:92.6 %
Cumulative percent passing the 3/8 in. sieve:78.6 %
Cumulative percent passing the 1/4 in. sieve:56 %
Cumulative percent passing the #4 sieve:37.9 %
Cumulative percent passing the #8 sieve:14.5 %
Cumulative percent passing the #16 sieve:8.4 %
Cumulative percent passing the #30 sieve:5.8 %
Cumulative percent passing the #50 sieve:4.3 %
Cumulative percent passing the #100 sieve:3.4 %
Cumulative percent passing the #200 sieve:2.73 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/24/2020