Summary for Test 2021-10-08-16-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214685
DEA: 024E46U4
EFIS: 0216000122
DIST-CO-RTE-PM02-LAS-36-6.0/14.6
Award Date05/08/2020
Closeout DateNot set
Work DescriptionREPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location DescriptionLASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date10/08/2021 Sample Unique Key16
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 testing10/09/2021
Sample typeAcceptance A brief description of the sampleColdfeed 3/4" Lime Treated Agg
The quantity of what the sample constitutes1 bag Coldfeed for PSE From where was the sample collectedManufacturer
First name of sampler or witnessed byJ. Last name of sampler or witnessed byDelgado
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD78954 Linked DIME Sample ID2021-10-08-17, 2021-10-08-18
The fabricator/manufacturer/facility nameHat Creek Construction, Ward Lake Plant, Litchfield, CA Transportation Laboratory (TL) Number695653
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)91-18-0008
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant numberUnknown A detailed description of where the material sample was collectedPlant
Where the material sample would have been placed if not sampled02 LAS 36 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2021-10-08-16
DIME Test ID: 2021-10-08-16-1
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: 2021-10-21

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: Colt Sweeny
Date of test: 10/09/2021
Total mass of material in the sample: 5719 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: 145 grams
Cumulative mass retained on the 1/2 in. sieve: 996 grams
Cumulative mass retained on the 3/8 in. sieve: 1409 grams
Mass retained on the 1/4 in. sieve: 2822 grams
Cumulative mass retained on the #4 sieve: 3450 grams
Total sample mass passing the #4 sieve: 2269 grams
Total mass of fine material in the sample: 508.4 grams
Cumulative mass retained on the #8 sieve: 186.3 grams
Cumulative mass retained on the #16 sieve: 290.5 grams
Cumulative mass retained on the #30 sieve: 351.2 grams
Cumulative mass retained on the #50 sieve: 389.5 grams
Cumulative mass retained on the #100 sieve: 416.6 grams
Cumulative mass retained on the #200 sieve: 434.3 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:97.5 %
Cumulative percent passing the 1/2 in. sieve:82.6 %
Cumulative percent passing the 3/8 in. sieve:75.4 %
Cumulative percent passing the 1/4 in. sieve:50.7 %
Cumulative percent passing the #4 sieve:39.7 %
Cumulative percent passing the #8 sieve:25.2 %
Cumulative percent passing the #16 sieve:17 %
Cumulative percent passing the #30 sieve:12.3 %
Cumulative percent passing the #50 sieve:9.3 %
Cumulative percent passing the #100 sieve:7.2 %
Cumulative percent passing the #200 sieve:5.79 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2021