Test 2021-09-13-16-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213337
DEA: 024F5404
EFIS: 0213000004
DIST-CO-RTE-PM02-SIS-5-R15.3/R16.5
Work DescriptionBRIDGE REPLACEMENT - SOUTHBOUND ONLY
Location DescriptionSISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L
Sample Information
Sample Taken Date9/13/2021 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 testing9/13/2021
Sample typeAcceptance A brief description of the sample3/4 inch Lime Treated Coldfeed
The quantity of what the sample constitutesPSE 2 Bags at 282 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of samplerMaterials Tester Laboratory sample identificationD78942
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number815603
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
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 collectedPlant Sampler
Where the material sample would have been placed if not sampled02 SIS 5 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-09-13-16
DIME Test ID: 2021-09-13-16-1
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: 2021-09-16
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: Colt Sweeny
Date of test: 09/14/2021
Total mass of material in the sample: 5086.7 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: 63 grams
Cumulative mass retained on the 1/2 in. sieve: 1194 grams
Cumulative mass retained on the 3/8 in. sieve: 1886 grams
Mass retained on the 1/4 in. sieve: 2577 grams
Cumulative mass retained on the #4 sieve: 2935 grams
Total sample mass passing the #4 sieve: 2151.7 grams
Total mass of fine material in the sample: 507.9 grams
Cumulative mass retained on the #8 sieve: 217.5 grams
Cumulative mass retained on the #16 sieve: 323.8 grams
Cumulative mass retained on the #30 sieve: 379.4 grams
Cumulative mass retained on the #50 sieve: 413.1 grams
Cumulative mass retained on the #100 sieve: 435.6 grams
Cumulative mass retained on the #200 sieve: 449.9 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:98.8 %
Cumulative percent passing the 1/2 in. sieve:76.5 %
Cumulative percent passing the 3/8 in. sieve:62.9 %
Cumulative percent passing the 1/4 in. sieve:49.3 %
Cumulative percent passing the #4 sieve:42.3 %
Cumulative percent passing the #8 sieve:24.2 %
Cumulative percent passing the #16 sieve:15.3 %
Cumulative percent passing the #30 sieve:10.7 %
Cumulative percent passing the #50 sieve:7.9 %
Cumulative percent passing the #100 sieve:6 %
Cumulative percent passing the #200 sieve:4.83 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/16/2021