Test 2021-07-27-24-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214190
DEA: 024G41U4
EFIS: 0218000047
DIST-CO-RTE-PM02-SIS,SIS-5-Var
Work DescriptionREPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location DescriptionSHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
Sample Information
Sample Taken Date7/27/2021 Sample Unique Key24
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 testing7/27/2021
Sample typeAcceptance A brief description of the sampleColdfeed 3/4" Lime Treated Agg
The quantity of what the sample constitutesPSE at 118 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed byBibbins
Title of samplerCGI Laboratory sample identificationD78912
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number990949
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 collectedSamplimg Device at Plant
Where the material sample would have been placed if not sampled02 SIS SHA 5 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-07-27-24
DIME Test ID: 2021-07-27-24-1
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: 2021-08-09
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: Dennis Hickey
Date of test: 07/30/2021
Total mass of material in the sample: 6067.8 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: 41 grams
Cumulative mass retained on the 1/2 in. sieve: 1490 grams
Cumulative mass retained on the 3/8 in. sieve: 2317 grams
Mass retained on the 1/4 in. sieve: 3076 grams
Cumulative mass retained on the #4 sieve: 3462 grams
Total sample mass passing the #4 sieve: 2611 grams
Total mass of fine material in the sample: 498.8 grams
Cumulative mass retained on the #8 sieve: 207.8 grams
Cumulative mass retained on the #16 sieve: 323.9 grams
Cumulative mass retained on the #30 sieve: 382.8 grams
Cumulative mass retained on the #50 sieve: 417.3 grams
Cumulative mass retained on the #100 sieve: 438.9 grams
Cumulative mass retained on the #200 sieve: 451.4 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:99.3 %
Cumulative percent passing the 1/2 in. sieve:75.4 %
Cumulative percent passing the 3/8 in. sieve:61.8 %
Cumulative percent passing the 1/4 in. sieve:49.3 %
Cumulative percent passing the #4 sieve:42.9 %
Cumulative percent passing the #8 sieve:25 %
Cumulative percent passing the #16 sieve:15 %
Cumulative percent passing the #30 sieve:10 %
Cumulative percent passing the #50 sieve:7 %
Cumulative percent passing the #100 sieve:5.2 %
Cumulative percent passing the #200 sieve:4.08 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/09/2021