Test 2021-04-12-57-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 212501
DEA: 022E4804
EFIS: 0200000586
DIST-CO-RTE-PM02-SIS-96,263-103.1/103.6,56.8/57.2
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Sample Information
Sample Taken Date4/12/2021 Sample Unique Key57
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 testing4/12/2021
Sample typeAcceptance A brief description of the sampleLime Treated, Virgin 3/4-inch Type A Aggregate (Cold Feed)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed byX
Title of samplerCGI Laboratory sample identificationD78772A
The fabricator/manufacturer/facility nameJF Shea Construction, Fawndale Rock and Asphalt, Redding, CA Transportation Laboratory (TL) Number897284
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 sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedCold Feed Sampling Device at Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 18-03-P02m Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-04-12-57
DIME Test ID: 2021-04-12-57-1
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: 2021-05-21
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. Valasek and Rios Dorado
Date of test: 04/13/2021
Total mass of material in the sample: 5975.1 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: 157 grams
Cumulative mass retained on the 1/2 in. sieve: 1537 grams
Cumulative mass retained on the 3/8 in. sieve: 2159 grams
Mass retained on the 1/4 in. sieve: 2872 grams
Cumulative mass retained on the #4 sieve: 3240 grams
Total sample mass passing the #4 sieve: 2735.1 grams
Total mass of fine material in the sample: 518 grams
Cumulative mass retained on the #8 sieve: 189 grams
Cumulative mass retained on the #16 sieve: 314.7 grams
Cumulative mass retained on the #30 sieve: 381.5 grams
Cumulative mass retained on the #50 sieve: 417.3 grams
Cumulative mass retained on the #100 sieve: 440.2 grams
Cumulative mass retained on the #200 sieve: 453.8 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:97.4 %
Cumulative percent passing the 1/2 in. sieve:74.3 %
Cumulative percent passing the 3/8 in. sieve:63.9 %
Cumulative percent passing the 1/4 in. sieve:51.9 %
Cumulative percent passing the #4 sieve:45.8 %
Cumulative percent passing the #8 sieve:29.1 %
Cumulative percent passing the #16 sieve:18 %
Cumulative percent passing the #30 sieve:12.1 %
Cumulative percent passing the #50 sieve:8.9 %
Cumulative percent passing the #100 sieve:6.9 %
Cumulative percent passing the #200 sieve:5.68 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/21/2021