Test 2020-04-02-9-4 (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 Date4/2/2020 Sample Unique Key9
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 testing4/8/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15 Aggregate/RAP
The quantity of what the sample constitutesJMF 15 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byBlue Diamond Materials Victorville Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0190A-20
The fabricator/manufacturer/facility nameBlue Diamond Materials-Victorville 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)91-36-0106::WHITE MOUNTAIN QUARRY
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sampleUnknown
The plant number300154 LSM A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Victorville Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2020-04-02-9
DIME Test ID: 2020-04-02-9-4
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: 2020-05-06
Test Results

Input Type: Measured
Tester's full name: Michael Magana
Date of test: 04/14/2020
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 962.8 grams
Mass of the pycnometer with water (B): 653.5 grams
Mass of the oven dried sample (before pycnometer) (A): 491.5 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 491.5 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity:2.577
Bulk specific gravity (SSD Basis):2.622
Apparent specific gravity:2.698
Absorption:1.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/06/2020