Summary for Test 2021-04-30-9-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215405
DEA: 032G1604
EFIS: 0320000235
DIST-CO-RTE-PM03-YOL-45-0.6/12.9
Award Date02/16/2021
Closeout Date06/30/2021
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
QA Service Level1 (Verified on 01/18/2021)

Sample Information

Sample Taken Date04/30/2021 Sample Unique Key9
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 testing04/30/2021
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 Telephone number of sampler
Laboratory sample identification21-HMA-0084 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) NumberC783769
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 number2
Sublot number4 HMA Design ID

Test Details

DIME Sample ID: 2021-04-30-9
DIME Test ID: 2021-04-30-9-1
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: Ryan Kester
Date of test: 05/03/2021
Total mass of material in the sample: 6240.1 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: 20.8 grams
Cumulative mass retained on the 1/2 in. sieve: 768.1 grams
Cumulative mass retained on the 3/8 in. sieve: 1941.7 grams
Cumulative mass retained on the #4 sieve: 3453.9 grams
Total sample mass passing the #4 sieve: 2781 grams
Total mass of fine material in the sample: 513.3 grams
Cumulative mass retained on the #8 sieve: 135.8 grams
Cumulative mass retained on the #16 sieve: 258.1 grams
Cumulative mass retained on the #30 sieve: 338.7 grams
Cumulative mass retained on the #50 sieve: 392.9 grams
Cumulative mass retained on the #100 sieve: 431.4 grams
Cumulative mass retained on the #200 sieve: 456.5 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:99.7 %
Cumulative percent passing the 1/2 in. sieve:87.7 %
Cumulative percent passing the 3/8 in. sieve:68.9 %
Cumulative percent passing the #4 sieve:44.6 %
Cumulative percent passing the #8 sieve:32.8 %
Cumulative percent passing the #16 sieve:22.2 %
Cumulative percent passing the #30 sieve:15.2 %
Cumulative percent passing the #50 sieve:10.5 %
Cumulative percent passing the #100 sieve:7.1 %
Cumulative percent passing the #200 sieve:4.94 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/7/2021