Summary for Test 2021-06-10-28-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214190
DEA: 024G41U4
EFIS: 0218000047
DIST-CO-RTE-PM02-SIS,SIS-5-Var
Award Date08/26/2019
Closeout Date11/24/2021
Work DescriptionREPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location DescriptionSHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
QA Service Level1 (Verified on 07/09/2019)

Sample Information

Sample Taken Date06/10/2021 Sample Unique Key28
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 testing06/10/2021
Sample typeDepartment Acceptance A brief description of the sampleCombined Lime Treated Virgin 3/4-inch Type A Aggregate from cold feed at 150 tons
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of samplerCGI Telephone number of sampler
Laboratory sample identificationD78839A Linked DIME Sample ID2021-06-10-29
The fabricator/manufacturer/facility nameJ F Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number779375
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)91-45-0017
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedCold Feed Sampling Device at Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-10-28
DIME Test ID: 2021-06-10-28-1
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: 2021-12-24

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: Terry McCormick
Date of test: 06/14/2021
Cumulative Mass RetainedCumulative Percent Passing
4529.1 grams
0.0 grams100 %
0.0 grams100 %
34.0 grams99.2 %
980.0 grams78.4 %
1589.0 grams64.9 %
2236 grams50.6 %
2566.0 grams43.3 %
221.9 grams24.4 %
342.8 grams14.1 %
408.5 grams8.5 %
444.0 grams5.5 %
463.3 grams3.8 %
473.8 grams2.93 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/24/2021