Summary for Test 2019-07-01-13-4

Test performed: AASHTO T84-14

Project Information

Project IdentifiersProject ID: 211650
DEA: 07293504
EFIS: 0713000215
DIST-CO-RTE-PM07-LA-138-58.8/60.2
Award Date02/22/2017
Closeout Date03/26/2021
Work DescriptionWIDEN ROUTE 138 AND CONSTRUCT DRAINAGE FACILITIES.
Location DescriptionLOS ANGELES COUNTY AT PEARBLOSSOM 0.3 MILE WEST OF 121ST STREET TO LONGVIEW ROAD
QA Service Level1 (Verified on 09/12/2016)

Sample Information

Sample Taken Date07/01/2019 Sample Unique Key13
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 testing07/05/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSE 5 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Palmdale Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0406A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Palmdale Quarry 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, name of Pit or Job Site)Vulcan Palmdale
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample220831 PAL 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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-07-01-13
DIME Test ID: 2019-07-01-13-4
Testing Lab: CT D08 - Fontana 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: 2019-08-22

Test Results


Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 07/07/2019
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): 653.9 grams
Mass of the oven dried sample (before pycnometer) (A): 495.6 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 495.6 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.683
Bulk specific gravity (SSD Basis): 2.707
Apparent specific gravity: 2.749
Absorption: 0.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2019