Summary for Test 2020-05-26-5-3

Test performed: AASHTO T85-13

Project Information

Project IdentifiersProject ID: 214131
DEA: 080N69U4
EFIS: 0812000307
COOP: 081635
DIST-CO-RTE-PM08-RIV-60-22.1/22.6
Award Date05/01/2019
Closeout DateNot set
Work DescriptionImproving Operation efficiency and traffic flow in the SR-60 Truck Corridor in Moreno Valley. Widening inside and outside shoulders in 6 stages.
Location DescriptionR-60 Truck Climbing Lane . Construction of new east and west bound truck lanes from Gilman Springs road to 1.37 miles west if Jack Rabbit trail. Existing shoulders will be widened to standard 10 ft inside and 12 ft outside respectively.
QA Service Level2 (Verified on 04/30/2019)

Sample Information

Sample Taken Date05/26/2020 Sample Unique Key5
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 testing05/27/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15 Aggregate and RAP
The quantity of what the sample constitutesJMF 8 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Perris Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0277A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Perris 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)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sampleUnknown
The plant number105927 A detailed description of where the material sample was collectedBelt Cut at All American Perris 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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-26-5
DIME Test ID: 2020-05-26-5-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Test Release Date: 2020-06-09

Test Results


Basis for relative density testing: Bulk
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 06/03/2020
Mass of sample saturated surface dry aggregate: 3100 grams
Mass of sample in water: 1956 grams
Mass of sample after oven drying: 3079 grams
Specific Gravity: 2.691
Absorption: 0.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/9/2020