Summary for Test 2020-01-11-6-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 212562
DEA: 024G5504
EFIS: 0214000036
DIST-CO-RTE-PM02-SIS-5-2.7/R11.4
Award Date03/12/2018
Closeout Date10/05/2020
Work DescriptionRECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS
Location DescriptionSISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS
QA Service Level1 (Verified on 04/04/2018)

Sample Information

Sample Taken Date01/11/2020 Sample Unique Key6
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 testing02/12/2020
Sample typeInformational A brief description of the sample3/4-inch Type A Aggregate
The quantity of what the sample constitutesDay's Production From where was the sample collectedManufacturer
First name of sampler or witnessed byDarrell and Colt Last name of sampler or witnessed byValasek and Sweeny
Title of sampler Telephone number of sampler
Laboratory sample identificationD78328 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction, Aggregate Products Transportation Laboratory (TL) Number001680
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)91-45-0019::AGGREGATE PRODUCTS
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 Sampling Chute
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-01-11-6
DIME Test ID: 2020-01-11-6-1
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: 2020-03-04

Test Results


What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 02/12/2020
Total mass of material in the sample: 6408 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: 31 grams
Cumulative mass retained on the 1/2 in. sieve: 1041 grams
Cumulative mass retained on the 3/8 in. sieve: 1643 grams
Cumulative mass retained on the 1/4 in. sieve: 2179 grams
Cumulative mass retained on the #4 sieve: 2513 grams
Cumulative mass retained on the #8 sieve: 149.8 grams
Cumulative mass retained on the #16 sieve: 269.7 grams
Cumulative mass retained on the #30 sieve: 354.2 grams
Cumulative mass retained on the #50 sieve: 409.7 grams
Cumulative mass retained on the #100 sieve: 441.4 grams
Cumulative mass retained on the #200 sieve: 457.3 grams
Cumulative mass retained on the pan: no data
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: 99.5 %
Cumulative percent passing the 1/2 in. sieve: 83.8 %
Cumulative percent passing the 3/8 in. sieve: 74.4 %
Cumulative percent passing the 1/4 in. sieve: 66 %
Cumulative percent passing the #4 sieve: 60.8 %
Cumulative percent passing the #8 sieve: 43 %
Cumulative percent passing the #16 sieve: 28.7 %
Cumulative percent passing the #30 sieve: 18.6 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 8.3 %
Cumulative percent passing the #200 sieve: 6.37 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/4/2020