Summary for Test 2021-11-11-16-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215601
DEA: 024H3404
EFIS: 0218000109
DIST-CO-RTE-PM02-TRI-299-5.2/5.7
Award Date05/14/2021
Closeout Date05/02/2022
Work DescriptionINSTALL LEFT TURN LANE.
Location DescriptionTRINITY COUNTY NEAR SALYER FROM 0.3 MILE WEST OF DENNY ROAD TO 0.2 MILE WEST OF PONY BAR CREEK BRIDGE
QA Service Level1 (Verified on 03/29/2021)

Sample Information

Sample Taken Date11/11/2021 Sample Unique Key16
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 testing11/13/2021
Sample typeAcceptance 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 byMercer Last name of sampler or witnessed byFraser
Title of samplerQC Telephone number of sampler
Laboratory sample identificationD78977 Linked DIME Sample ID2021-11-11-13, 2021-11-11-14, 2021-11-11-15
The fabricator/manufacturer/facility nameMercer-Fraser - Willow Creek Plant - Willow Creek, CA Transportation Laboratory (TL) Number695662
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-12-0007
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 collectedMathematically Combined
Where the material sample would have been placed if not sampled02 TRI 299 Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-11-11-16
DIME Test ID: 2021-11-11-16-1
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
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: Darrell Valasek
Date of test: 11/15/2021
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: 94 %
Cumulative percent passing the 3/8 in. sieve: 74 %
Cumulative percent passing the 1/4 in. sieve: 60 %
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 35 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.7 %
General comments (publicly viewable) (Max 1000 characters): Combined at 42.4% Hot Bin1, 35.4% Hot Bin 2, 22.2% Hot Bin 3.

Test was verified on 11/19/2021