Summary for Test 2025-03-03-19-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000285
DEA: 042Q4604
EFIS: 0419000015
DIST-CO-RTE-PM04-SF-101-0.8,3.4
Award Date08/28/2024
Closeout Date06/18/2026
Work DescriptionBRIDGE RAIL REPLACEMENT.
Location DescriptionTHE CITY AND COUNTY OF SAN FRANCISCO AT THIRD STREET UNDERCROSSING AND AT TWENTY THIRD STREET OVERCROSSING.
QA Service Level1 (Verified on 07/15/2024)

Sample Information

Sample Taken Date03/03/2025 Sample Unique Key19
Date that the sample was received by the laboratory/organization performing the testing03/03/2025 Sample typeQuality Assurance
A brief description of the sampleFine Aggregate (Sand) The quantity of what the sample constitutes20 cy
From where was the sample collectedSupplier First name of sampler or witnessed byJacob
Last name of sampler or witnessed byVega Title of sampler
Telephone number of sampler Laboratory sample identificationHW-PCC-030325
Linked DIME Sample ID The fabricator/manufacturer/facility nameCEMEX-SF
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)::PORT MCNEIL QUARRY(ORCA AGGREGATE)
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 @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number1521431 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-03-03-19
DIME Test ID: 2025-03-03-19-1
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: 2025-03-06

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: Jacob Vega
Date of test: 03/03/2025
Sieve SizeCumulative Percent Passing
100 %
96 %
80 %
65 %
46 %
22 %
6 %
2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/6/2025 ✔