Test 2018-05-15-34-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 212679
DEA: 023E7204
EFIS: 0200020154
DIST-CO-RTE-PM02-TEH-36-42.1/46.0
Work DescriptionCOLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location DescriptionTEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
Sample Information
Sample Taken Date5/15/2018 Sample Unique Key34
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 testing5/15/2018
Sample typeVerification A brief description of the sampleLab Batched 3/4-inch Type G Aggregate, Untreated
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byMichael Last name of sampler or witnessed byAllegretto
Title of samplerUnknown Laboratory sample identificationD77390F
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number847538
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-08-S1 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sampleSized Untreated Aggregates The fabricator/manufacturer designation for the sampleL180372
The plant numberUnknown A detailed description of where the material sample was collectedLab-batched from untreated stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 18-08-S1 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-26
Test Details
DIME Sample ID: 2018-05-15-34
DIME Test ID: 2018-05-15-34-1
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: 2018-08-06
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: NRML-R
Date of test: 05/16/2018
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:99.8 %
Cumulative percent passing the 1/2 in. sieve:89.5 %
Cumulative percent passing the 3/8 in. sieve:68.4 %
Cumulative percent passing the 1/4 in. sieve:42.6 %
Cumulative percent passing the #4 sieve:32.6 %
Cumulative percent passing the #8 sieve:22.7 %
Cumulative percent passing the #16 sieve:16.1 %
Cumulative percent passing the #30 sieve:11.1 %
Cumulative percent passing the #50 sieve:7.6 %
Cumulative percent passing the #100 sieve:5.3 %
Cumulative percent passing the #200 sieve:4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/06/2018