Summary for Test 2021-02-11-11-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214355
DEA: 120K0214
EFIS: 1214000096
DIST-CO-RTE-PM12-ORA-5-12.4/14.5
Award Date12/20/2019
Closeout DateNot set
Work DescriptionSouth County Improvement Project (Phase 1 - Avery/Crown Valley) PLACE HMA, INSTALL CONC PAVEMENT, RETAIN WALL, MODIFY ELECT SYS. | Add one lane btwn 73 & Oso PKWY
Location DescriptionORANGE COUNTY IN SAN JUAN CAPISTRANO, LAGUNA HILLS, LAGUNA NIGUEL AND MISSION VIEJO FROM 0.5 MILE SOUTH OF AVERY PARKWAY UNDERCROSSING TO 0.8 MILE NORTH OF CROWN VALLEY PARKWAY OVERCROSSING
QA Service Level1 (Verified on 10/31/2019)

Sample Information

Sample Taken Date02/11/2021 Sample Unique Key11
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 testing02/19/2021
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R15 NO LAS
The quantity of what the sample constitutes4 Bag of Coldfeed, 4 Bags of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0149A-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Irvine 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
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number105793 A detailed description of where the material sample was collectedBelt Cut at All American Irvine Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-02-11-11
DIME Test ID: 2021-02-11-11-9
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: 2021-03-02

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: Larry Diaz
Date of test: 02/24/2021
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 87 %
Cumulative percent passing the #4 sieve: 59 %
Cumulative percent passing the #8 sieve: 41 %
Cumulative percent passing the #16 sieve: 31 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 17 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 8 %
General comments (publicly viewable) (Max 1000 characters): RAP Aggregate Gradation After Ignition Oven

Test was verified on 3/2/2021