Summary for Test 2023-05-31-83-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993184
DEA: 040A7724
EFIS: 0420000288
COOP: 042763
DIST-CO-RTE-PM04-ALA-80-6.4/6.8
Award DateNot set
Closeout DateNot set
Work DescriptionExcavation, HMA, structural concrete, minor concrete and drainage.
Location DescriptionIN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date05/31/2023 Sample Unique Key83
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing05/31/2023
Sample typeQuality Control A brief description of the sample3/8 pea gravel
The quantity of what the sample constitutes3 bags 25Ibs ea From where was the sample collectedSupplier
First name of sampler or witnessed byTed Last name of sampler or witnessed byMelvin
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCentral Concrete Supply Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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 collectedStaircase CIDH pile at bent 2 on east side
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberDDJ118E3 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-05-31-83
DIME Test ID: 2023-05-31-83-1
Testing Lab: Golden State Bridge, Incorporated
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-08-14

Test Results


What size aggregate is being tested?: Combined Gradation
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: Edgar Cortes
Date of test: 06/02/2023
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 94 %
Cumulative percent passing the #4 sieve: 11 %
Cumulative percent passing the #8 sieve: 1 %
Cumulative percent passing the #16 sieve: 0 %
Cumulative percent passing the #30 sieve: 0 %
Cumulative percent passing the #50 sieve: 0 %
Cumulative percent passing the #100 sieve: 0 %
Cumulative percent passing the #200 sieve: 0 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
5.31.23 - PCDC - Aggregate Report _ Staircase CIDH pile at bent 2 East side)pdf587.74 KB07/10/20232023-05-31-83-1   Info

Test was verified on 8/14/2023