Summary for Test 2022-11-03-65-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215129
DEA: 050N73U4
EFIS: 0520000166
DIST-CO-RTE-PM05-SB-101-7.3/9.6
Award Date10/23/2020
Closeout DateNot set
Work Description!!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar,
Location DescriptionSUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE
QA Service Level1 (Verified on 08/24/2020)

Sample Information

Sample Taken Date11/03/2022 Sample Unique Key65
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 testing12/07/2022
Sample typeVerification A brief description of the sample3/4" HMA-A-SP R25
The quantity of what the sample constitutes4 Bags Of Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byAntonio Last name of sampler or witnessed byRamirez
Title of sampler Telephone number of sampler
Laboratory sample identification0767A-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBelt Cut at Granite Buellton 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)91-42-0006
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number13960 A detailed description of where the material sample was collectedBelt Cut at Granite Buellton
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 Number

Test Details

DIME Sample ID: 2022-11-03-65
DIME Test ID: 2022-11-03-65-9
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: 2023-01-26

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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Zaid. Abdelkhaliq
Date of test: 12/10/2022
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: 100 %
Cumulative percent passing the #4 sieve: 83 %
Cumulative percent passing the #8 sieve: 60 %
Cumulative percent passing the #16 sieve: 46 %
Cumulative percent passing the #30 sieve: 34 %
Cumulative percent passing the #50 sieve: 23 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 10 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 1/26/2023