Summary for Test 2021-11-12-17-1

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 Date11/12/2021 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 testing11/13/2021
Sample typeAcceptance A brief description of the sampleHot Bin 3, Lime Treated 1/2-inch 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 identificationD78979C Linked DIME Sample ID2021-11-12-14, 2021-11-12-16, 2021-11-12-18
The fabricator/manufacturer/facility nameMercer-Fraser - Willow Creek Plant - Willow Creek, CA Transportation Laboratory (TL) Number695664
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 collectedMercer Fraser
Where the material sample would have been placed if not sampled02 TRI 299 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-11-12-17
DIME Test ID: 2021-11-12-17-1
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: 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: Measured
Tester's full name: Darrell Valasek
Date of test: 11/15/2021
Total mass of material in the sample: 3209 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 657 grams
Cumulative mass retained on the 3/8 in. sieve: 2717 grams
Cumulative mass retained on the 1/4 in. sieve: 3160 grams
Cumulative mass retained on the #4 sieve: 3172 grams
Cumulative mass retained on the #8 sieve: 11.5 grams
Cumulative mass retained on the #16 sieve: 16.2 grams
Cumulative mass retained on the #30 sieve: 18.9 grams
Cumulative mass retained on the #50 sieve: 20.9 grams
Cumulative mass retained on the #100 sieve: 22.9 grams
Cumulative mass retained on the #200 sieve: 25 grams
Cumulative mass retained on the pan: no data
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: 79.5 %
Cumulative percent passing the 3/8 in. sieve: 15.3 %
Cumulative percent passing the 1/4 in. sieve: 1.5 %
Cumulative percent passing the #4 sieve: 1.2 %
Cumulative percent passing the #8 sieve: 0.8 %
Cumulative percent passing the #16 sieve: 0.6 %
Cumulative percent passing the #30 sieve: 0.6 %
Cumulative percent passing the #50 sieve: 0.5 %
Cumulative percent passing the #100 sieve: 0.4 %
Cumulative percent passing the #200 sieve: 0.34 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/19/2021