Summary for Test 2020-08-13-13-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214802
DEA: 031G7004
EFIS: 0319000135
DIST-CO-RTE-PM03-SUT-99-28.0/30.6
Award Date05/18/2020
Closeout Date03/16/2021
Work DescriptionCOLD PLANE AC PAVEMENT, RHMA OVERLAY, & INDUCTIVE LOOP DETECTORS.
Location DescriptionSUTTER COUNTY IN AND NEAR YUBA CITY FROM 0.1 MILE NORTH OF SMITH ROAD TO ROUTE 20
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date08/13/2020 Sample Unique Key13
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 testing08/20/2020
Sample typeAcceptance A brief description of the sample1/2" cold feed RHMA-O
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byJohn Last name of sampler or witnessed byBamfield
Title of samplerTE Telephone number of sampler
Laboratory sample identification20-HMA-0165 Linked DIME Sample ID
The fabricator/manufacturer/facility nameDesilva Gates-Marysville Transportation Laboratory (TL) NumberC801767
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)not provided
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 collectedAuto Sampler at sources
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number9 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-13-13
DIME Test ID: 2020-08-13-13-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-08-26

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: Measured
Tester's full name: Ryan Kester
Date of test: 08/26/2020
Cumulative Mass RetainedCumulative Percent Passing
2672.6 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
58.4 grams97.8 %
471.3 grams82.4 %
1877.9 grams29.7 %
211.5 grams15.2 %
294.3 grams9.5 %
337.7 grams6.6 %
362.9 grams4.8 %
380.6 grams3.6 %
392.4 grams2.82 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/26/2020