Summary for Test 2021-11-13-12-1

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 Date11/13/2021 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing11/15/2021 Sample typeDepartment Acceptance
A brief description of the sampleHot Bin 1, Lime Treated Fine Aggregate The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byJoe
Last name of sampler or witnessed byDelgado Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD78981A
Linked DIME Sample ID2021-11-13-13, 2021-11-13-14, 2021-11-13-15 The fabricator/manufacturer/facility nameMercer-Fraser - Willow Creek Plant - Willow Creek, CA
Transportation Laboratory (TL) Number695666 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)91-12-0007
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 collectedMercer Fraser Batch Plant
Where the material sample would have been placed if not sampled02 TRI 299 Primary Aggregate Nominal Sizefine
The concrete mix design number Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-11-13-12
DIME Test ID: 2021-11-13-12-1
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: 2021-11-29

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: Measured
Tester's full name: Karen Dorado
Date of test: 11/18/2021
Cumulative Mass RetainedCumulative Percent Passing
514.2 grams
grams %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0 grams100 %
1.3 grams99.7 %
129.7 grams74.5 %
281.3 grams45 %
367.2 grams28.3 %
419.9 grams18.1 %
456.5 grams11 %
476.5 grams7.08 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/29/2021 ✔