Test 2019-11-13-33-4 (AASHTO T84-14) Summary

Project Information
Project IdentifiersProject ID: 209695
DEA: 08347704
EFIS: 0800000616
DIST-CO-RTE-PM08-SBD-SR-58-0/12.9
Work Description(Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location DescriptionSR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Sample Information
Sample Taken Date11/13/2019 Sample Unique Key33
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 testing11/14/2019
Sample typeVerification A brief description of the sample1/2 HMA-A-SP R15
The quantity of what the sample constitutesPSUE 22 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byLulcan Oro Grande Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0686A-19
The fabricator/manufacturer/facility nameCalmat, Lucerne Valley, Oro Grande 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)91-36-0042, 91-36-0137
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sample324109 ORO SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan Oro Grande Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-11-13-33
DIME Test ID: 2019-11-13-33-4
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: 2020-05-07
Test Results

Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 11/19/2019
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 969.2 grams
Mass of the pycnometer with water (B): 654.3 grams
Mass of the oven dried sample (before pycnometer) (A): 496.3 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 496.3 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity:2.681
Bulk specific gravity (SSD Basis):2.701
Apparent specific gravity:2.736
Absorption:0.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/07/2020