Summary for Test 2021-09-17-24-10

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215224
DEA: 080F5444
EFIS: 0818000209
COOP: 081714
DIST-CO-RTE-PM08-RIV-91-17.4/18.9
Award DateNot set
Closeout DateNot set
Work DescriptionOperational and safety improvements by constructing a portion of the Ultimate SR?91 CIP Project on WB SR?91 from Green River Road to SR?241 to alleviate traffic congestion in this area (ORA Post Mile R17.4 to R18.9, RIV Post Mile R0.0 to R0.6).
Location DescriptionThe 91 COP consists of the following project components: adding a general purpose (GP) lane approximately 2 miles in length in the WB direction on SR?91 from Green River Road to SR?241.
QA Service Level2 (Verified on 09/18/2020)

Sample Information

Sample Taken Date09/17/2021 Sample Unique Key24
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 testing09/27/2021
Sample typeVerification A brief description of the sampleJMF 3/8" HMA-A-SP R15
The quantity of what the sample constitutes4 Bags of Combined Aggregate, 2 Bags of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byRMA Last name of sampler or witnessed byGroup
Title of sampler Telephone number of sampler
Laboratory sample identification0551A-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Corona 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 sample3/8 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number106926 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 sampledAsphalt Paving Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-17-24
DIME Test ID: 2021-09-17-24-10
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: 2021-10-06

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: Satish Jain/Edmond Jabbour
Date of test: 10/05/2021
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 98 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 16 %
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): Combined RAP/Virgin Aggregate Gradation W/Correlation Factors Applied

Test was verified on 10/6/2021