Summary for Test 2019-05-23-17-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 211775
DEA: 024E6504
EFIS: 0212000012
DIST-CO-RTE-PM02-SIS-96-R52.5/88.4
Award Date07/10/2017
Closeout Date01/05/2021
Work DescriptionWIDEN BRIDGES,POLYESTER CONC OVERLAY,COLD PLANE AC PVMT,HMA,GUARDRAIL
Location DescriptionSISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE
QA Service Level1 (Verified on 08/23/2017)

Sample Information

Sample Taken Date05/23/2019 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 testing05/23/2019
Sample typeVerification A brief description of the sampleTreated Virgin 3/4-inch Type A Aggregate
The quantity of what the sample constitutesJMF Modification From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of sampler Telephone number of sampler
Laboratory sample identificationD77889A Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number001377
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 sample18-1001.305-23.6_
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-M2 Lot number0
Sublot number0 JMF Verification ID JMF3513-2019-71

Test Details

DIME Sample ID: 2019-05-23-17
DIME Test ID: 2019-05-23-17-1
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: 2019-06-28

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: Colt Sweeny
Date of test: 06/28/2019
Total mass of material in the sample: 6546.2 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: 935 grams
Cumulative mass retained on the 3/8 in. sieve: 1849 grams
Mass retained on the 1/4 in. sieve: 2833 grams
Cumulative mass retained on the #4 sieve: 3312 grams
Total sample mass passing the #4 sieve: 3234.2 grams
Total mass of fine material in the sample: 511.4 grams
Cumulative mass retained on the #8 sieve: 199.6 grams
Cumulative mass retained on the #16 sieve: 320.5 grams
Cumulative mass retained on the #30 sieve: 386.1 grams
Cumulative mass retained on the #50 sieve: 421.2 grams
Cumulative mass retained on the #100 sieve: 442.9 grams
Cumulative mass retained on the #200 sieve: 456.6 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:100 %
Cumulative percent passing the 1/2 in. sieve:85.7 %
Cumulative percent passing the 3/8 in. sieve:71.8 %
Cumulative percent passing the 1/4 in. sieve:56.7 %
Cumulative percent passing the #4 sieve:49.4 %
Cumulative percent passing the #8 sieve:30.1 %
Cumulative percent passing the #16 sieve:18.4 %
Cumulative percent passing the #30 sieve:12.1 %
Cumulative percent passing the #50 sieve:8.7 %
Cumulative percent passing the #100 sieve:6.6 %
Cumulative percent passing the #200 sieve:5.29 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/28/2019