Test 2021-04-19-21-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 215405
DEA: 032G1604
EFIS: 0320000235
DIST-CO-RTE-PM03-YOL-45-0.6/12.9
Work DescriptionCOLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT.
Location DescriptionYOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD
Sample Information
Sample Taken Date4/19/2021 Sample Unique Key21
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 testing4/23/2021
Sample typeQuality Assurance A brief description of the sample3/4 HMA
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed bySam Last name of sampler or witnessed byMosallem
Title of samplerTET Laboratory sample identification21-HMA-0075
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) NumberC783795
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)NA
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 collectedHallwood plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number9 HMA Design ID
Test Details
DIME Sample ID: 2021-04-19-21
DIME Test ID: 2021-04-19-21-1
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: 2021-05-07
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: 05/03/2021
Total mass of material in the sample: 5671.3 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: 11.5 grams
Cumulative mass retained on the 1/2 in. sieve: 674.7 grams
Cumulative mass retained on the 3/8 in. sieve: 1731.5 grams
Cumulative mass retained on the #4 sieve: 3166 grams
Total sample mass passing the #4 sieve: 2492.8 grams
Total mass of fine material in the sample: 623.1 grams
Cumulative mass retained on the #8 sieve: 178.8 grams
Cumulative mass retained on the #16 sieve: 318.5 grams
Cumulative mass retained on the #30 sieve: 400.4 grams
Cumulative mass retained on the #50 sieve: 465.8 grams
Cumulative mass retained on the #100 sieve: 513.1 grams
Cumulative mass retained on the #200 sieve: 547.4 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:99.8 %
Cumulative percent passing the 1/2 in. sieve:88.1 %
Cumulative percent passing the 3/8 in. sieve:69.5 %
Cumulative percent passing the #4 sieve:44.2 %
Cumulative percent passing the #8 sieve:31.5 %
Cumulative percent passing the #16 sieve:21.6 %
Cumulative percent passing the #30 sieve:15.8 %
Cumulative percent passing the #50 sieve:11.2 %
Cumulative percent passing the #100 sieve:7.8 %
Cumulative percent passing the #200 sieve:5.37 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/07/2021