Test 2019-05-17-10-4 (AASHTO T84-14) Summary

Project Information
Project IdentifiersProject ID: 209694
DEA: 080J0704
EFIS: 0800000282
DIST-CO-RTE-PM08-SBD-215-0.6/1.7
Work Description(Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location DescriptionGrade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
Sample Information
Sample Taken Date5/17/2019 Sample Unique Key10
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 testing5/21/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP
The quantity of what the sample constitutesPSE 4 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byIdris Last name of sampler or witnessed byNajjar
Title of samplerTE Laboratory sample identification0292A-19
The fabricator/manufacturer/facility nameVulcan Corona, Pacific Clay Products Transportation Laboratory (TL) Number948785
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)91-33-0027, 91-33-073
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP The fabricator/manufacturer designation for the sample224112 CORD SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
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 JMF Verification ID
Test Details
DIME Sample ID: 2019-05-17-10
DIME Test ID: 2019-05-17-10-4
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: 2019-06-06
Test Results

Input Type: Measured
Tester's full name: Sebastian Ferrer
Date of test: 05/23/2019
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 963.1 grams
Mass of the pycnometer with water (B): 653.8 grams
Mass of the oven dried sample (before pycnometer) (A): 490.1 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 490.1 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity:2.570
Bulk specific gravity (SSD Basis):2.622
Apparent specific gravity:2.711
Absorption:2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/30/2019