Summary for Test 2022-05-25-89-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214549
DEA: 081H2904
EFIS: 0817000006
DIST-CO-RTE-PM08-SBD-173-18.7
Award Date08/20/2020
Closeout Date10/02/2024
Work DescriptionSTRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location DescriptionSAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
QA Service Level1 (Verified on 01/13/2020)

Sample Information

Sample Taken Date05/25/2022 Sample Unique Key89
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 testing05/26/2022
Sample typeQuality Assurance A brief description of the sample3/8" PCC Aggregate and Sand
The quantity of what the sample constitutes1 bag From where was the sample collectedManufacturer
First name of sampler or witnessed byJulius Last name of sampler or witnessed byE
Title of samplerTET Telephone number of sampler
Laboratory sample identificationtest 1 300 cy out at Linked DIME Sample ID
The fabricator/manufacturer/facility nameROBERTSON LAKE ARROWHEAD Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form6577 AND 6578 Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0008::CABAZON QUARRY
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 numberSM418S48 Lot number
Sublot number Aggregate Mix NumberNot set

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Test Details

DIME Sample ID: 2022-05-25-89
DIME Test ID: 2022-05-25-89-1
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: 2022-07-06

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: s mendoza
Date of test: 06/06/2022
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: 94 %
Cumulative percent passing the 3/4 in. sieve: 0 %
Cumulative percent passing the 1/2 in. sieve: 0 %
Cumulative percent passing the 3/8 in. sieve: 0 %
Cumulative percent passing the #4 sieve: 18 %
Cumulative percent passing the #8 sieve: 80 %
Cumulative percent passing the #16 sieve: 69 %
Cumulative percent passing the #30 sieve: 39 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 4.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/6/2022