Summary for Test 2019-07-01-17-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213826
DEA: 023H1704
EFIS: 0217000066
DIST-CO-RTE-PM02-MOD-299-Var
Award Date02/21/2019
Closeout Date11/01/2020
Work DescriptionCOLD IN-PLACE RECYCLING COVERED WITH HMA, GUARDRAIL, STRIPING.
Location DescriptionMODOC COUNTY IN AND NEAR ALTURAS AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROCK CREEK BRIDGE TO PATTERSON STREET
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date07/01/2019 Sample Unique Key17
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 testing07/02/2019
Sample typeVerification A brief description of the sampleDust Hot Bin (Treated)
The quantity of what the sample constitutesJMF From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD77970C Linked DIME Sample ID
The fabricator/manufacturer/facility nameEagle Peak Rock and Paving, Alturas, CA Transportation Laboratory (TL) Number
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)91-25-0029::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 collectedBatch Plant Hot Bins
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-07-01-17
DIME Test ID: 2019-07-01-17-1
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: 2020-04-24

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: Calculated
Tester's full name: Terry McCormick
Date of test: 07/02/2019
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the 1/4 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 97 %
Cumulative percent passing the #8 sieve: 70.1 %
Cumulative percent passing the #16 sieve: 44.7 %
Cumulative percent passing the #30 sieve: 27.9 %
Cumulative percent passing the #50 sieve: 17.9 %
Cumulative percent passing the #100 sieve: 11.8 %
Cumulative percent passing the #200 sieve: 8.03 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/24/2020