Test 2020-12-08-5-4 (AASHTO T84-14) 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 Date12/8/2020 Sample Unique Key5
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 testing12/16/2020
Sample typeVerification A brief description of the sample10K MS 3/4" HMA-A-SP R25 0.8%Dry Lime LAS
The quantity of what the sample constitutes2 Bags Coldfeed Virgin Agg, 2 Bags Combined L.T. Agg, 1 Bag Fine 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 identification0701A-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-SP 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 177.88 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 number18 JMF Verification ID
Test Details
DIME Sample ID: 2020-12-08-5
DIME Test ID: 2020-12-08-5-4
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Test Release Date: 2020-12-30
Test Results

Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 12/19/2020
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 967.2 grams
Mass of the pycnometer with water (B): 653.3 grams
Mass of the oven dried sample (before pycnometer) (A): 495.8 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 495.8 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity:2.664
Bulk specific gravity (SSD Basis):2.687
Apparent specific gravity:2.726
Absorption:0.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/30/2020