Summary for Test 2022-08-09-12-2

Test performed: AASHTO T84-14

Project Information

Project IdentifiersProject ID: 993847
DEA: 081M8604
EFIS: 0822000056
DIST-CO-RTE-PM08-SBD-15-180.2/186.2
Award Date06/23/2022
Closeout Date12/12/2022
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED).
Location DescriptionSAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO NEVADA STATE LINE
QA Service Level1 (Verified on 12/05/2022)

Sample Information

Sample Taken Date08/09/2022 Sample Unique Key12
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 testing08/10/2022
Sample typeVerification A brief description of the sampleAggregate
The quantity of what the sample constitutes6 - 5 gallon buckets From where was the sample collectedSource
First name of sampler or witnessed byMark Last name of sampler or witnessed byDaniels
Title of samplerCunsultant Telephone number of sampler
Laboratory sample identification22-JMF-0118 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond 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)Unknown
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-09-12
DIME Test ID: 2022-08-09-12-2
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Test Release Date: 2022-08-12

Test Results


Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 08/12/2022
Mass of saturated surface dry sample (before pycnometer) (S): 500.2 grams
Mass of the pycnometer with water and aggregate (C): 970.4 grams
Mass of the pycnometer with water (B): 662.1 grams
Mass of the oven dried sample (before pycnometer) (A): 490.4 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500.2 grams
Mass of the oven dry aggregate (for absorption) (A): 490.4 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.555
Bulk specific gravity (SSD Basis): 2.607
Apparent specific gravity: 2.693
Absorption: 2 %
General comments (publicly viewable) (Max 1000 characters): Bulk specific gravity (SSD) of fine aggregate, Bulk specific gravity of fine aggregate, Apparent specific gravity of fine aggregate, Apparent specific gravity of supplemental fines, Absorption of fine aggregate

Test was verified on 8/12/2022