Summary for Test 2022-12-29-15-1

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 Date12/29/2022 Sample Unique Key15
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 testing12/29/2022
Sample typeQuality Assurance A brief description of the sample3/8" PCC Aggregate and Sand
The quantity of what the sample constitutes3 bags From where was the sample collectedManufacturer
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 17and haft cy out at 0725am 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)91-36-0046
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 numberRRM19036 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-12-29-15
DIME Test ID: 2022-12-29-15-1
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: 2024-01-03

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: 01/02/2024
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: 97 %
Cumulative percent passing the 3/4 in. sieve: 80 %
Cumulative percent passing the 1/2 in. sieve: 0 %
Cumulative percent passing the 3/8 in. sieve: 22 %
Cumulative percent passing the #4 sieve: 6 %
Cumulative percent passing the #8 sieve: 3 %
Cumulative percent passing the #16 sieve: 60 %
Cumulative percent passing the #30 sieve: 36 %
Cumulative percent passing the #50 sieve: 17 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/3/2024