Summary for Test 2021-11-02-25-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date03/22/2021
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date11/02/2021 Sample Unique Key25
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 testing11/02/2021
Sample typeAcceptance A brief description of the sample3/4 inch Lime Treated Coldfeed
The quantity of what the sample constitutesPSE From where was the sample collectedManufacturer
First name of sampler or witnessed byClint Last name of sampler or witnessed byRogers
Title of samplerPI Telephone number of sampler
Laboratory sample identificationD78971 Linked DIME Sample ID2021-11-02-26, 2021-11-02-27
The fabricator/manufacturer/facility nameTullis Inc Shasta Ranch Agg Anderson Ca Transportation Laboratory (TL) Number853086
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)91-45-0057
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 collectedConveyor Belt
Where the material sample would have been placed if not sampled02 SIS 3 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2021-11-02-25
DIME Test ID: 2021-11-02-25-1
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: 2021-11-19

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: 11/03/2021
Total mass of material in the sample: 6638.7 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: 599 grams
Cumulative mass retained on the 3/8 in. sieve: 2258 grams
Mass retained on the 1/4 in. sieve: 3378 grams
Cumulative mass retained on the #4 sieve: 3700 grams
Total sample mass passing the #4 sieve: 2938.7 grams
Total mass of fine material in the sample: 495.9 grams
Cumulative mass retained on the #8 sieve: 144.5 grams
Cumulative mass retained on the #16 sieve: 256.1 grams
Cumulative mass retained on the #30 sieve: 328.5 grams
Cumulative mass retained on the #50 sieve: 376.8 grams
Cumulative mass retained on the #100 sieve: 409.3 grams
Cumulative mass retained on the #200 sieve: 428.5 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:100 %
Cumulative percent passing the 1/2 in. sieve:91 %
Cumulative percent passing the 3/8 in. sieve:66 %
Cumulative percent passing the 1/4 in. sieve:49.1 %
Cumulative percent passing the #4 sieve:44.3 %
Cumulative percent passing the #8 sieve:31.4 %
Cumulative percent passing the #16 sieve:21.4 %
Cumulative percent passing the #30 sieve:15 %
Cumulative percent passing the #50 sieve:10.6 %
Cumulative percent passing the #100 sieve:7.7 %
Cumulative percent passing the #200 sieve:6.02 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/19/2021