Summary for Test 2020-01-30-33-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 208973
DEA: 120H1004
EFIS: 1200000180
COOP: 120670
DIST-CO-RTE-PM12-ORA-405,73,405,605-9.3/24.3
Award Date11/07/2016
Closeout DateNot set
Work Description(Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP.
Location DescriptionOrange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2
QA Service Level1 (Verified on 09/10/2015)

Sample Information

Sample Taken Date01/30/2020 Sample Unique Key33
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 testing02/21/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesJMF 8 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Corona Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0144A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt 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 sample105793
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at All American Asphalt Corona 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: 2020-01-30-33
DIME Test ID: 2020-01-30-33-9
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: 2020-03-17

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: 02/28/2020
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: 99 %
Cumulative percent passing the 3/8 in. sieve: 95 %
Cumulative percent passing the #4 sieve: 72 %
Cumulative percent passing the #8 sieve: 53 %
Cumulative percent passing the #16 sieve: 40 %
Cumulative percent passing the #30 sieve: 29 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 9 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 3/17/2020