Summary for Test 2019-03-30-1-10

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 212466
DEA: 080J6104
EFIS: 0800000308
Permit Numbers: 0817AOP0417 0817ADP0959 0818AUR0025 0817ARW0663 0818ART0485
DIST-CO-RTE-PM08--15-36.4/37.6
Award Date06/30/2017
Closeout DateNot set
Work DescriptionEnter onto Interstate 15 right of way at Cajalco Road to reconstruct the interchange by replacing the existing 2-lane overcrossing bridge with a new six-lane bridge, reconfigure the NB ramps into a partial cloverleaf, and to relocate the SB ramps further to the west, as per permit Plans and Special
Location DescriptionI-15 /Cajalco Rd Interchange, Corona
QA Service Level2 (Verified on 02/12/2018)

Sample Information

Sample Taken Date03/30/2019 Sample Unique Key1
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 testing04/11/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP
The quantity of what the sample constitutesJMF 8 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Last name of sampler or witnessed byCorona
Title of sampler Telephone number of sampler
Laboratory sample identification0224A-19 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 identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP The fabricator/manufacturer designation for the sample106927
The plant numberUnknown A detailed description of where the material sample was collectedManufacturer
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 JMF Verification ID

Test Details

DIME Sample ID: 2019-03-30-1
DIME Test ID: 2019-03-30-1-10
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-04-30

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 04/17/2019
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:98 %
Cumulative percent passing the 1/2 in. sieve:85 %
Cumulative percent passing the 3/8 in. sieve:69 %
Cumulative percent passing the #4 sieve:42 %
Cumulative percent passing the #8 sieve:29 %
Cumulative percent passing the #16 sieve:20 %
Cumulative percent passing the #30 sieve:14 %
Cumulative percent passing the #50 sieve:9 %
Cumulative percent passing the #100 sieve:6 %
Cumulative percent passing the #200 sieve:3.8 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin/RAP Gradation w/Correlation Factor Applied

Test was verified on 4/23/2019