Summary for Test 2024-09-16-75-1

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 995286
DEA: 042Q5704
EFIS: 0419000026
DIST-CO-RTE-PM04-SCL-101,680-Var
Award Date01/29/2024
Closeout DateNot set
Work DescriptionREPLACE STORMWATER PUMPS AND CONSTRUCT DRAINAGE BOXES.
Location DescriptionSANTA CLARA COUNTY IN AND NEAR MORGAN HILL AND SAN JOSE AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 12/11/2023)

Sample Information

Sample Taken Date09/16/2024 Sample Unique Key75
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 testing09/16/2024
Sample typeQuality Control A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes45 yd From where was the sample collectedSource
First name of sampler or witnessed byBrian Last name of sampler or witnessed byFoley
Title of samplerQCM Telephone number of sampler6618334490
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameStructureCast 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)Vulcan San Emidio
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 collectedAggregate Storage
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number8.5SCC Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-09-16-75
DIME Test ID: 2024-09-16-75-1
Testing Lab: Structure Cast
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-09-28

Test Results


What type of gradation is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type): Yes
Input Type: Calculated
Tester's full name: Brian Foley
Date of test: 09/16/2024
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 98 %
Cumulative percent passing the #16 sieve: 85 %
Cumulative percent passing the #30 sieve: 54 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/28/2024