Summary for Test 2023-03-06-13-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214341
DEA: 081J2004
EFIS: 0817000237
DIST-CO-RTE-PM08-SBD-15-R21.5/R22.0
Award Date11/16/2021
Closeout Date10/02/2024
Work DescriptionEXTEND DECELARATION LANE
Location DescriptionSAN BERNARDINO COUNTY NEAR HESPERIA FROM 0.1 MILE NORTH OF ROUTE 15/138 SEPARATION TO GISH OVERHEAD
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date03/06/2023 Sample Unique Key13
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 testing03/06/2023
Sample typeQuality Assurance A brief description of the sample1.5" PCC AGRREGATE
The quantity of what the sample constitutes3 Bags Combined Aggregate From where was the sample collectedFabricator
First name of sampler or witnessed bytony Last name of sampler or witnessed byprice
Title of samplerTET Telephone number of sampler
Laboratory sample identificationtest 1 10tons out at0806aM Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving batch plant 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)91-36-0046
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 collectedAt the plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design numberRRM22121 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-06-13
DIME Test ID: 2023-03-06-13-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-03-08

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: tony price
Date of test: 03/06/2023
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 98 %
Cumulative percent passing the 3/4 in. sieve: 82 %
Cumulative percent passing the 1/2 in. sieve: 0 %
Cumulative percent passing the 3/8 in. sieve: 31 %
Cumulative percent passing the #4 sieve: 7 %
Cumulative percent passing the #8 sieve: 2 %
Cumulative percent passing the #16 sieve: 61 %
Cumulative percent passing the #30 sieve: 38 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/8/2023