Summary for Test 2019-07-19-24-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213962
DEA: 010J3304
EFIS: 0119000010
DIST-CO-RTE-PM01-MEN-101-24.7
Award Date04/16/2019
Closeout Date11/13/2019
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND HOT MIX ASPHALT OVERLAY.
Location DescriptionMENDOCINO COUNTY NEAR UKIAH AT UKIAH MAINTENANCE FACILITY 90 WEST LAKE MENDOCINO DRIVE
QA Service Level1 (Verified on 06/18/2019)

Sample Information

Sample Taken Date07/19/2019 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing07/19/2019 Sample typeVerification
A brief description of the sample3/4 Cold feed The quantity of what the sample constitutesJMF Verification
From where was the sample collectedManufacturer First name of sampler or witnessed byTroy
Last name of sampler or witnessed byLee Title of sampler
Telephone number of sampler Laboratory sample identification19-167
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Ukiah
Transportation Laboratory (TL) Number978570 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-23-0015::HARRIS QUARRY
The fabricator's/manufacturer's product name for the sample3082 The fabricator/manufacturer designation for the sample3082-0.75in WMAPG 76-22PMR15
The plant numberUnknown A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-07-19-24
DIME Test ID: 2019-07-19-24-1
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-10-01

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: Leif Ayres
Date of test: 07/24/2019
Cumulative Percent Passing
%
100 %
100 %
98.4 %
84.4 %
69.3 %
0 %
46.5 %
39.4 %
18.3 %
12.2 %
7.8 %
5 %
3.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/1/2019 ✔