Test 2018-05-15-37-1 (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 Key37
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 sample3/4-inch Type G Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCheryl Last name of sampler or witnessed byAbraham
Title of samplerTET Laboratory sample identificationD77386
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number894975
Inspector Lot Number from the Transportation Laboratory (TL) Form18-09-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 sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedSamplimg Device at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberL180371 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-27
Test Details
DIME Sample ID: 2018-05-15-37
DIME Test ID: 2018-05-15-37-1
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: 2018-08-14
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: 06/06/2018
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:100 %
Cumulative percent passing the 1/2 in. sieve:89.7 %
Cumulative percent passing the 3/8 in. sieve:69.2 %
Cumulative percent passing the 1/4 in. sieve:45.1 %
Cumulative percent passing the #4 sieve:34.5 %
Cumulative percent passing the #8 sieve:20.3 %
Cumulative percent passing the #16 sieve:13.4 %
Cumulative percent passing the #30 sieve:9.3 %
Cumulative percent passing the #50 sieve:6.6 %
Cumulative percent passing the #100 sieve:4.8 %
Cumulative percent passing the #200 sieve:3.61 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/14/2018