Summary for Test 2019-10-31-3-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213808
DEA: 080N6704
EFIS: 0800000536
DIST-CO-RTE-PM08-RIV-74-28.1/37.4
Award Date03/12/2019
Closeout Date04/28/2022
Work DescriptionCONSTRUCT RAISED MEDIAN AND LEFT TURN LANES.
Location DescriptionRIVERSIDE COUNTY NEAR HEMET FROM 0.6 MILE EAST OF ROUTE 215 TO 0.4 MILE WEST OF ACACIA AVENUE.
QA Service Level1 (Verified on 12/04/2019)

Sample Information

Sample Taken Date10/31/2019 Sample Unique Key3
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 testing11/01/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R24
The quantity of what the sample constitutesJMF 7 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byCalifornia Commercial Asphalt Lake Elsinore Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0670A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameChander Aggregates Corona, Lake Elsinore 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)91-33-0098, 91-33-0011
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R24 The fabricator/manufacturer designation for the sample53417315
The plant numberUnknown A detailed description of where the material sample was collectedBet Cut at California Commercial Asphalt Lake Elsinore 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: 2019-10-31-3
DIME Test ID: 2019-10-31-3-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-05-07

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Edmond Jabbour
Date of test: 11/05/2019
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 96 %
Cumulative percent passing the 1/2 in. sieve: 71 %
Cumulative percent passing the 3/8 in. sieve: 59 %
Cumulative percent passing the 1/4 in. sieve: 59 %
Cumulative percent passing the #4 sieve: 43 %
Cumulative percent passing the #8 sieve: 33 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 5.3 %
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation

Test was verified on 5/7/2020