Test 2020-03-10-14-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date3/10/2020 Sample Unique Key14
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 testing3/10/2020
Sample typeAcceptance A brief description of the sampleCold Feed, 3/4-inch Type A Virgin Aggregate (Treated)
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 sampler Laboratory sample identificationD78341A
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number001691
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 sampleMix ID No. 19-1001.314
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 Size3/8 inch
The concrete mix design numberJMF 19-01-PXX 2 Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2020-03-10-14
DIME Test ID: 2020-03-10-14-1
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: 2020-03-24
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 03/17/2020
Total mass of material in the sample: 6367.3 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: 50 grams
Cumulative mass retained on the 1/2 in. sieve: 1407 grams
Cumulative mass retained on the 3/8 in. sieve: 2329 grams
Cumulative mass retained on the #4 sieve: 3569 grams
Total sample mass passing the #4 sieve: 2798.3 grams
Total mass of fine material in the sample: 502.3 grams
Cumulative mass retained on the #8 sieve: 218.5 grams
Cumulative mass retained on the #16 sieve: 341.4 grams
Cumulative mass retained on the #30 sieve: 400.4 grams
Cumulative mass retained on the #50 sieve: 431.9 grams
Cumulative mass retained on the #100 sieve: 451.1 grams
Cumulative mass retained on the #200 sieve: 463.2 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:99.2 %
Cumulative percent passing the 1/2 in. sieve:77.9 %
Cumulative percent passing the 3/8 in. sieve:63.4 %
Cumulative percent passing the #4 sieve:43.9 %
Cumulative percent passing the #8 sieve:24.8 %
Cumulative percent passing the #16 sieve:14.1 %
Cumulative percent passing the #30 sieve:8.9 %
Cumulative percent passing the #50 sieve:6.2 %
Cumulative percent passing the #100 sieve:4.5 %
Cumulative percent passing the #200 sieve:3.42 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/24/2020