Summary for Test 2023-03-31-28-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215396
DEA: 042K8404
EFIS: 0417000031
DIST-CO-RTE-PM04-SOL-29,80-0.0,0.8/1.6
Award Date03/26/2021
Closeout DateNot set
Work DescriptionHMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location DescriptionSOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
QA Service Level1 (Verified on 01/25/2021)

Sample Information

Sample Taken Date03/31/2023 Sample Unique Key28
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 testing03/31/2023
Sample typeQuality Control A brief description of the sampleWashed Concrete Sand
The quantity of what the sample constitutes1 Day From where was the sample collectedSupplier
First name of sampler or witnessed byErik Last name of sampler or witnessed byHaagensen
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCentral 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):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 collectedBelt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design numberD101C5RS Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-31-28
DIME Test ID: 2023-03-31-28-1
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-04-12

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: Sara Durfee
Date of test: 04/04/2023
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 98 %
Cumulative percent passing the #8 sieve: 85 %
Cumulative percent passing the #16 sieve: 70 %
Cumulative percent passing the #30 sieve: 50 %
Cumulative percent passing the #50 sieve: 25 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 2.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/12/2023