Test 2020-08-06-27-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214802
DEA: 031G7004
EFIS: 0319000135
DIST-CO-RTE-PM03-SUT-99-28.0/30.6
Work DescriptionCOLD PLANE AC PAVEMENT, RHMA OVERLAY, & INDUCTIVE LOOP DETECTORS.
Location DescriptionSUTTER COUNTY IN AND NEAR YUBA CITY FROM 0.1 MILE NORTH OF SMITH ROAD TO ROUTE 20
Sample Information
Sample Taken Date8/6/2020 Sample Unique Key27
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 testing8/10/2020
Sample typeAcceptance A brief description of the sample1/2" cold feed RHMA-O
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byJohn Last name of sampler or witnessed byBamfield
Title of samplerTE Laboratory sample identification20-HMA-0158
The fabricator/manufacturer/facility nameDesilva Gates Transportation Laboratory (TL) NumberC557548
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)not provided
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 collectedAuto Sampler at sources
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-08-06-27
DIME Test ID: 2020-08-06-27-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-08-14
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 08/12/2020
Total mass of material in the sample: 5029.9 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: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 247.6 grams
Cumulative mass retained on the 3/8 in. sieve: 871 grams
Cumulative mass retained on the #4 sieve: 3039.8 grams
Total sample mass passing the #4 sieve: 1970.2 grams
Total mass of fine material in the sample: 582.3 grams
Cumulative mass retained on the #8 sieve: 333.9 grams
Cumulative mass retained on the #16 sieve: 442.3 grams
Cumulative mass retained on the #30 sieve: 489.3 grams
Cumulative mass retained on the #50 sieve: 514.2 grams
Cumulative mass retained on the #100 sieve: 527.9 grams
Cumulative mass retained on the #200 sieve: 538.4 grams
Cumulative percent passing the 1 1/2 in. sieve:0 %
Cumulative percent passing the 1 in. sieve:0 %
Cumulative percent passing the 3/4 in. sieve:0 %
Cumulative percent passing the 1/2 in. sieve:95.1 %
Cumulative percent passing the 3/8 in. sieve:82.7 %
Cumulative percent passing the #4 sieve:39.6 %
Cumulative percent passing the #8 sieve:16.9 %
Cumulative percent passing the #16 sieve:9.5 %
Cumulative percent passing the #30 sieve:6.3 %
Cumulative percent passing the #50 sieve:4.6 %
Cumulative percent passing the #100 sieve:3.7 %
Cumulative percent passing the #200 sieve:2.99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/14/2020