Summary for Test 2020-02-28-7-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214029
DEA: 07301104
EFIS: 0714000009
DIST-CO-RTE-PM07-LA-60,710-710-R2.8/11.8, 24.1/25.1
Award Date06/03/2019
Closeout Date10/17/2023
Work DescriptionRoadway ex, place jointed plain concrete pavement & concrete barrieres
Location DescriptionIn Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation.
QA Service Level1 (Verified on 06/25/2019)

Sample Information

Sample Taken Date02/28/2020 Sample Unique Key7
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 testing03/12/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15 Aggregate and RAP
The quantity of what the sample constitutesJMF 6 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Irwindale Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0168A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt-Irwindale 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 number105793 A detailed description of where the material sample was collectedBelt Cut at All American Irwindale 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: 2020-02-28-7
DIME Test ID: 2020-02-28-7-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-05-07

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 03/19/2020
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 88 %
Cumulative percent passing the #4 sieve: 63 %
Cumulative percent passing the #8 sieve: 46 %
Cumulative percent passing the #16 sieve: 35 %
Cumulative percent passing the #30 sieve: 26 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 8 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 5/7/2020