Test 2019-04-25-15-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
Sample Information
Sample Taken Date4/25/2019 Sample Unique Key15
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 testing4/25/2019
Sample typeVerification A brief description of the sample3/4-inch Type A Treated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJosh Last name of sampler or witnessed byWilliams
Title of samplerConsultant Laboratory sample identificationD77852A
The fabricator/manufacturer/facility nameNorthstate Asphalt Transportation Laboratory (TL) Number001902
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)91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleL190276
The plant numberUnknown A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 19-09-S1 Lot number0
Sublot number0 JMF Verification ID JMF3513-2019-63
Test Details
DIME Sample ID: 2019-04-25-15
DIME Test ID: 2019-04-25-15-1
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: 2019-05-29
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: Darrell Valasek
Date of test: 04/26/2019
Total mass of material in the sample: 7500.4 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: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 774 grams
Cumulative mass retained on the 3/8 in. sieve: 2587 grams
Mass retained on the 1/4 in. sieve: 4136 grams
Cumulative mass retained on the #4 sieve: 4734 grams
Total sample mass passing the #4 sieve: 2766.4 grams
Total mass of fine material in the sample: 515.6 grams
Cumulative mass retained on the #8 sieve: 194.6 grams
Cumulative mass retained on the #16 sieve: 306.1 grams
Cumulative mass retained on the #30 sieve: 365.4 grams
Cumulative mass retained on the #50 sieve: 406.4 grams
Cumulative mass retained on the #100 sieve: 433.8 grams
Cumulative mass retained on the #200 sieve: 451 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:100 %
Cumulative percent passing the 1/2 in. sieve:89.7 %
Cumulative percent passing the 3/8 in. sieve:65.5 %
Cumulative percent passing the 1/4 in. sieve:44.9 %
Cumulative percent passing the #4 sieve:36.9 %
Cumulative percent passing the #8 sieve:23 %
Cumulative percent passing the #16 sieve:15 %
Cumulative percent passing the #30 sieve:10.7 %
Cumulative percent passing the #50 sieve:7.8 %
Cumulative percent passing the #100 sieve:5.9 %
Cumulative percent passing the #200 sieve:4.62 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/29/2019