Summary for Test 2023-12-13-43-1

Test performed: CTM 202-November 2011

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 Date12/13/2023 Sample Unique Key43
Date that the sample was received by the laboratory/organization performing the testing12/14/2023 Sample typeAnnual Source Testing
A brief description of the sampleSand Fine Aggregate The quantity of what the sample constitutesAmple
From where was the sample collectedSource First name of sampler or witnessed byCurtis
Last name of sampler or witnessed byGilbert Title of samplerPlant QC
Telephone number of sampler Laboratory sample identificationHW-121323-STVP
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan-Pleasanton
Transportation Laboratory (TL) NumberC666441 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::CALMAT/PLEASANTON
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 collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-12-13-43
DIME Test ID: 2023-12-13-43-1
Testing Lab: CT D04 - Hayward Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-02-01

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Luis Magana
Date of test: 12/19/2023
Sieve SizeCumulative Percent Passing
100 %
99 %
86 %
56 %
34 %
17 %
7 %
3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/1/2024 ✔