Summary for Test 2020-05-04-31-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214516
DEA: 024H2404
EFIS: 0218000098
DIST-CO-RTE-PM02-TRI-3-32.0/38.0,53.7/63.8
Award Date12/23/2019
Closeout Date02/18/2021
Work DescriptionPLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE.
Location DescriptionTRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date05/04/2020 Sample Unique Key31
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 testing05/04/2020
Sample typeAcceptance A brief description of the sample1/2-inch Type A Treated Virgin Aggregate
The quantity of what the sample constitutesUp to Five Days Paving From where was the sample collectedManufacturer
First name of sampler or witnessed byDorell Last name of sampler or witnessed byHarper
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD78417A Linked DIME Sample ID
The fabricator/manufacturer/facility nameNorthstate Asphalt, Redding, CA Transportation Laboratory (TL) Number002553
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)91-45-0057
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 Size1/2 inch
The concrete mix design numberJMF 19-11-P Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2020-05-04-31
DIME Test ID: 2020-05-04-31-1
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: 2020-06-22

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: 05/06/2020
Total mass of material in the sample: 4230 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: 268 grams
Cumulative mass retained on the 3/8 in. sieve: 707 grams
Mass retained on the 1/4 in. sieve: 1372 grams
Cumulative mass retained on the #4 sieve: 1779 grams
Total sample mass passing the #4 sieve: 2451 grams
Total mass of fine material in the sample: 516.9 grams
Cumulative mass retained on the #8 sieve: 188.6 grams
Cumulative mass retained on the #16 sieve: 298.4 grams
Cumulative mass retained on the #30 sieve: 368 grams
Cumulative mass retained on the #50 sieve: 413.5 grams
Cumulative mass retained on the #100 sieve: 443.5 grams
Cumulative mass retained on the #200 sieve: 461 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:93.7 %
Cumulative percent passing the 3/8 in. sieve:83.3 %
Cumulative percent passing the 1/4 in. sieve:67.6 %
Cumulative percent passing the #4 sieve:57.9 %
Cumulative percent passing the #8 sieve:36.8 %
Cumulative percent passing the #16 sieve:24.5 %
Cumulative percent passing the #30 sieve:16.7 %
Cumulative percent passing the #50 sieve:11.6 %
Cumulative percent passing the #100 sieve:8.2 %
Cumulative percent passing the #200 sieve:6.26 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/22/2020