Test 2020-03-20-19-1 (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 Date3/20/2020 Sample Unique Key19
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 testing3/23/2020
Sample typeAcceptance A brief description of the sample3/4-inch Type A Aggregate (Treated, Virgin)
The quantity of what the sample constitutes50000 ton From where was the sample collectedSource
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of samplerTET Laboratory sample identificationD78363A
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number897551
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::FAWNDALE ROCK QUARRY
The fabricator's/manufacturer's product name for the sample19-1001.314 The fabricator/manufacturer designation for the sampleUnknown
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 19-01-XXX1 Lot numberUnknown
Sublot numberUnknown HMA Design ID JMF3513-2020-105
Test Details
DIME Sample ID: 2020-03-20-19
DIME Test ID: 2020-03-20-19-1
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: 2020-04-14
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: Measured
Tester's full name: D. Hickey and K. Spliethof
Date of test: 03/25/2020
Total mass of material in the sample: 7106 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: 54 grams
Cumulative mass retained on the 1/2 in. sieve: 1695 grams
Cumulative mass retained on the 3/8 in. sieve: 2357 grams
Mass retained on the 1/4 in. sieve: 3014 grams
Cumulative mass retained on the #4 sieve: 3357 grams
Total sample mass passing the #4 sieve: 3757 grams
Total mass of fine material in the sample: 513.7 grams
Cumulative mass retained on the #8 sieve: 148.9 grams
Cumulative mass retained on the #16 sieve: 288.6 grams
Cumulative mass retained on the #30 sieve: 376.9 grams
Cumulative mass retained on the #50 sieve: 416 grams
Cumulative mass retained on the #100 sieve: 438.2 grams
Cumulative mass retained on the #200 sieve: 451.7 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:99.2 %
Cumulative percent passing the 1/2 in. sieve:76.1 %
Cumulative percent passing the 3/8 in. sieve:66.8 %
Cumulative percent passing the 1/4 in. sieve:57.6 %
Cumulative percent passing the #4 sieve:52.8 %
Cumulative percent passing the #8 sieve:37.5 %
Cumulative percent passing the #16 sieve:23.1 %
Cumulative percent passing the #30 sieve:14.1 %
Cumulative percent passing the #50 sieve:10 %
Cumulative percent passing the #100 sieve:7.8 %
Cumulative percent passing the #200 sieve:6.37 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/14/2020