Summary for Test 2020-03-26-21-1

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 Date03/26/2020 Sample Unique Key21
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 testing03/27/2020
Sample typeVerification A brief description of the sample3/4-inch Type Aggregate (Treated Virgin)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78368 Linked DIME Sample ID2020-03-26-22
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number897555
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)91-45-0017::FAWNDALE ROCK QUARRY
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
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 18-03-PXXm Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-208

Test Details

DIME Sample ID: 2020-03-26-21
DIME Test ID: 2020-03-26-21-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-04-24

Test Results


What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Input Type: Measured
Tester's full name: Karen Spliethof
Date of test: 03/30/2020
Total mass of material in the sample: 6424 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: 90 grams
Cumulative mass retained on the 1/2 in. sieve: 1213 grams
Cumulative mass retained on the 3/8 in. sieve: 2010 grams
Mass retained on the 1/4 in. sieve: 3007 grams
Cumulative mass retained on the #4 sieve: 3442 grams
Total sample mass passing the #4 sieve: 2982 grams
Total mass of fine material in the sample: 510 grams
Cumulative mass retained on the #8 sieve: 200.3 grams
Cumulative mass retained on the #16 sieve: 320.7 grams
Cumulative mass retained on the #30 sieve: 381.1 grams
Cumulative mass retained on the #50 sieve: 414 grams
Cumulative mass retained on the #100 sieve: 435.5 grams
Cumulative mass retained on the #200 sieve: 449.2 grams
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:98.6 %
Cumulative percent passing the 1/2 in. sieve:81.1 %
Cumulative percent passing the 3/8 in. sieve:68.7 %
Cumulative percent passing the 1/4 in. sieve:53.2 %
Cumulative percent passing the #4 sieve:46.4 %
Cumulative percent passing the #8 sieve:28.2 %
Cumulative percent passing the #16 sieve:17.2 %
Cumulative percent passing the #30 sieve:11.7 %
Cumulative percent passing the #50 sieve:8.7 %
Cumulative percent passing the #100 sieve:6.8 %
Cumulative percent passing the #200 sieve:5.53 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/24/2020