Test 2020-04-13-16-1 (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 Date4/13/2020 Sample Unique Key16
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 testing5/14/2020
Sample typeAcceptance A brief description of the sample3/4-inch Type G Treated Aggregate
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of samplerTET Laboratory sample identificationD78383
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number897570
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 sampleUnknown 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 number19-30-PXX Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2020-04-13-16
DIME Test ID: 2020-04-13-16-1
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: 2020-05-29
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: Karen Spliethof
Date of test: 04/15/2020
Total mass of material in the sample: 5226.6 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: 40 grams
Cumulative mass retained on the 1/2 in. sieve: 952 grams
Cumulative mass retained on the 3/8 in. sieve: 1715 grams
Mass retained on the 1/4 in. sieve: 2770 grams
Cumulative mass retained on the #4 sieve: 3326 grams
Total sample mass passing the #4 sieve: 1900.6 grams
Total mass of fine material in the sample: 505.5 grams
Cumulative mass retained on the #8 sieve: 222 grams
Cumulative mass retained on the #16 sieve: 326.9 grams
Cumulative mass retained on the #30 sieve: 376.5 grams
Cumulative mass retained on the #50 sieve: 402.5 grams
Cumulative mass retained on the #100 sieve: 422 grams
Cumulative mass retained on the #200 sieve: 435.9 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:81.8 %
Cumulative percent passing the 3/8 in. sieve:67.2 %
Cumulative percent passing the 1/4 in. sieve:47 %
Cumulative percent passing the #4 sieve:36.4 %
Cumulative percent passing the #8 sieve:20.4 %
Cumulative percent passing the #16 sieve:12.9 %
Cumulative percent passing the #30 sieve:9.3 %
Cumulative percent passing the #50 sieve:7.4 %
Cumulative percent passing the #100 sieve:6 %
Cumulative percent passing the #200 sieve:5.01 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/29/2020