Summary for Test 2021-06-17-58-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 212777
DEA: 021H1104
EFIS: 0215000106
DIST-CO-RTE-PM02-LAS-299-25.58/25.58
Award Date12/04/2019
Closeout Date08/14/2023
Work DescriptionBUILDING WORK.
Location DescriptionLASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date06/17/2021 Sample Unique Key58
Date that the sample was received by the laboratory/organization performing the testing06/21/2021 Sample typeDepartment Acceptance
A brief description of the sampleCombined Lime Treated 1/2-inch Type A Aggregate The quantity of what the sample constitutesProduction Start-Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byEmilio
Last name of sampler or witnessed byChavez Title of sampler
Telephone number of sampler Laboratory sample identificationD78847F
Linked DIME Sample ID The fabricator/manufacturer/facility nameEagle Peak Rock and Paving – Alturas Plant (Alturas, CA)
Transportation Laboratory (TL) Number766443 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameNot Applicable
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-25-0029::Hogsback
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedMathematically Combined Gradation
Where the material sample would have been placed if not sampled02 LAS 299 PM 25 6 Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberNot Applicable Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-17-58
DIME Test ID: 2021-06-17-58-1
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: 2022-01-13

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): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 06/28/2021
Cumulative Percent Passing
%
100 %
100 %
100 %
96 %
83 %
57 %
35 %
21 %
13 %
9 %
7 %
5 %
General comments (publicly viewable) (Max 1000 characters): CT 384

Test was verified on 1/13/2022 ✔