Test 2020-10-29-26-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214515
DEA: 024F6004
EFIS: 0213000012
DIST-CO-RTE-PM02-SIS,TRI-36,96,299-VAR
Work DescriptionBRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location DescriptionSISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date10/29/2020 Sample Unique Key26
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 testing10/29/2020
Sample typeVerification A brief description of the sample1/2" Sized Untreated Virgin Aggreagte
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Laboratory sample identificationD78689A
The fabricator/manufacturer/facility nameMercer-Fraser Company, Willow Creek Plant Transportation Laboratory (TL) Number853340
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 collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 20-11-S3 Lot number
Sublot number JMF Verification ID JMF3513-2021-40, JMF3513-2021-63
Test Details
DIME Sample ID: 2020-10-29-26
DIME Test ID: 2020-10-29-26-1
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: 2021-04-02
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: K.R.Dorado and T.McCorm.
Date of test: 10/31/2020
Total mass of material in the sample: 4275.7 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: 927 grams
Cumulative mass retained on the 3/8 in. sieve: 3247 grams
Mass retained on the 1/4 in. sieve: 4166 grams
Cumulative mass retained on the #4 sieve: 4183 grams
Total sample mass passing the #4 sieve: 92.7 grams
Total mass of fine material in the sample: 92.7 grams
Cumulative mass retained on the #8 sieve: 17.3 grams
Cumulative mass retained on the #16 sieve: 26.7 grams
Cumulative mass retained on the #30 sieve: 32.5 grams
Cumulative mass retained on the #50 sieve: 37.5 grams
Cumulative mass retained on the #100 sieve: 43.9 grams
Cumulative mass retained on the #200 sieve: 52 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:78.3 %
Cumulative percent passing the 3/8 in. sieve:24.1 %
Cumulative percent passing the 1/4 in. sieve:2.6 %
Cumulative percent passing the #4 sieve:2.2 %
Cumulative percent passing the #8 sieve:1.8 %
Cumulative percent passing the #16 sieve:1.6 %
Cumulative percent passing the #30 sieve:1.4 %
Cumulative percent passing the #50 sieve:1.3 %
Cumulative percent passing the #100 sieve:1.2 %
Cumulative percent passing the #200 sieve:0.97 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/02/2021