Summary for Test 2022-05-17-27-10

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215315
DEA: 081H8304
EFIS: 0817000139
DIST-CO-RTE-PM08-SBD,SBD-138-0/2.3
Award Date11/19/2021
Closeout Date08/29/2024
Work DescriptionCONSTRUCT 4' MEDIAN
Location DescriptionSAN BERNARDINO COUNTY ALONG ROUTE 138
QA Service Level1 (Verified on 06/24/2021)

Sample Information

Sample Taken Date05/17/2022 Sample Unique Key27
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 testing05/20/2022
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R25 1.0% LSM
The quantity of what the sample constitutes4 Bags Coldfeed Agg., 13 Bags Virgin Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byWillium Last name of sampler or witnessed byLucas
Title of sampler Telephone number of sampler
Laboratory sample identification0300A-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction - Big Rock 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)91-19-0046
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number1544 A detailed description of where the material sample was collectedBelt Cut at Granite-Bigrock
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-17-27
DIME Test ID: 2022-05-17-27-10
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: 2022-07-12

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: Robert Jarquin/David Padilla
Date of test: 05/25/2022
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 50 %
Cumulative percent passing the #8 sieve: 35 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.7 %
General comments (publicly viewable) (Max 1000 characters): Combined L.T. Aggregate Gradation W/ Rap Gradation correlation Factors

Test was verified on 7/12/2022