Summary for Test 2023-01-26-40-1

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 Date01/26/2023 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing01/26/2023 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 byrobertsons
Last name of sampler or witnessed byna Title of samplerqc
Telephone number of sampler Laboratory sample identificationtest 1 8 and haft cy out at 0830am
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
Bid ItemNot set

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 numberASM418S48 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-01-26-40
DIME Test ID: 2023-01-26-40-1
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: 2023-01-30

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: francisco Ruvaicaba Jr.
Date of test: 01/26/2023
Cumulative Percent Passing
0 %
100 %
100 %
100 %
0 %
90 %
19 %
7 %
58 %
36 %
19 %
8 %
4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/30/2023 ✔