Summary for Test 2024-09-23-55-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215003
DEA: 040J6204
EFIS: 0414000019
DIST-CO-RTE-PM04-ALA-680-12.4/21.9
Award Date04/12/2022
Closeout DateNot set
Work DescriptionREHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES
Location DescriptionALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE
QA Service Level1 (Verified on 10/19/2020)

Sample Information

Sample Taken Date09/23/2024 Sample Unique Key55
Date that the sample was received by the laboratory/organization performing the testing09/24/2024 Sample typeQuality Assurance
A brief description of the sample1/2"RHMA Type G The quantity of what the sample constitutes750 Tons
From where was the sample collectedSource First name of sampler or witnessed byDennis
Last name of sampler or witnessed byYeung Title of sampler
Telephone number of sampler9254603521 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Pleasanton
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-01-0010
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 collectedPlant Sampler
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number326122

Test Details

DIME Sample ID: 2024-09-23-55
DIME Test ID: 2024-09-23-55-1
Testing Lab: CT D04 - Pleasanton Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-09-27

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?: Yes
Input Type: Calculated
Tester's full name: Robert Lohman
Date of test: 09/24/2024
Cumulative Percent Passing
100 %
100 %
100 %
100 %
94 %
82 %
42 %
19 %
11 %
8 %
5 %
3 %
2.1 %
General comments (publicly viewable) (Max 1000 characters): Sample #1

Test was verified on 9/27/2024 ✔