Summary for Test 2023-09-11-17-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 995147
DEA: 08321804
DIST-CO-RTE-PM08---
Award DateNot set
Closeout Date12/31/2025
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 11/30/2023)

Sample Information

Sample Taken Date09/11/2023 Sample Unique Key17
Date that the sample was received by the laboratory/organization performing the testing09/12/2023 Sample typeVerification
A brief description of the samplePSUE 3/4" WMA-A-SP R15 0.4% EVO The quantity of what the sample constitutes3 Bags of Agg., 1 Bag Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byZubieta
Last name of sampler or witnessed byTec Title of sampler
Telephone number of sampler Laboratory sample identification0469A-23
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
Bid ItemNot set

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 sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut at All American Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number103793 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-09-11-17
DIME Test ID: 2023-09-11-17-9
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: 2023-11-01

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: Satish Jain
Date of test: 09/16/2023
Sieve SizeCumulative Percent Passing
100 %
100 %
100 %
100 %
100 %
100 %
99 %
93 %
72 %
53 %
40 %
30 %
22 %
15 %
11 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 11/1/2023 ✔