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 Date04/05/2021
Closeout Date08/14/2023
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, name of Pit or Job Site)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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-11-02-25
DIME Test ID: 2021-11-02-25-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
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
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 11/03/2021
Cumulative Mass RetainedCumulative Percent Passing
6638.7 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
599.0 grams91 %
2258.0 grams66 %
3378 grams49.1 %
3700.0 grams44.3 %
144.5 grams31.4 %
256.1 grams21.4 %
328.5 grams15 %
376.8 grams10.6 %
409.3 grams7.7 %
428.5 grams6.02 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/19/2021