Test 2020-12-09-16-4 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214921
DEA: 09367404
EFIS: 0916000025
DIST-CO-RTE-PM09-KER-14-R4.7/R12.6
Work DescriptionCONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
Sample Information
Sample Taken Date12/9/2020 Sample Unique Key16
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 testing12/23/2020
Sample typeAcceptance A brief description of the sample3/4" HMA-A-SP R25 0.8% DRy Lime
The quantity of what the sample constitutes1 Bag Virgin Agg., 1 Bag Coldfeed Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byGranite Construction Company Littlerock Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0709A-20
The fabricator/manufacturer/facility nameGranite Construction Company Littlerock Transportation Laboratory (TL) Number
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)91-19-0046, 91-19-0008
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-R25 The fabricator/manufacturer designation for the sample
The plant number13554 A detailed description of where the material sample was collectedBelt Cut at Granite Littlerock Plant at 127.77 Tons
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-12-09-16
DIME Test ID: 2020-12-09-16-4
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-12-31
Test Results

What type of gradation is being tested?: Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Calculated
Tester's full name: Satish Jain/Edmond Jabbour
Date of test: 12/28/2020
Cumulative percent passing the 2 in. sieve:100 %
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 %
Cumulative percent passing the 1/2 in. sieve:75 %
Cumulative percent passing the 3/8 in. sieve:62 %
Cumulative percent passing the #4 sieve:47 %
Cumulative percent passing the #8 sieve:31 %
Cumulative percent passing the #16 sieve:21 %
Cumulative percent passing the #30 sieve:15 %
Cumulative percent passing the #50 sieve:9 %
Cumulative percent passing the #100 sieve:4 %
Cumulative percent passing the #200 sieve:2 %
General comments (publicly viewable) (Max 1000 characters): Combined Lime Treated Aggregate Gradation

Test was verified on 12/31/2020