Summary for Test 2023-05-11-72-1

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 Date02/16/2024
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 Date05/11/2023 Sample Unique Key72
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 testing05/12/2023
Sample typeQuality Assurance A brief description of the sampleASB Class 4
The quantity of what the sample constitutes4 bags From where was the sample collectedJob Site
First name of sampler or witnessed byNoel Last name of sampler or witnessed byAquino
Title of samplerResident Engineer Telephone number of sampler7075804429
Laboratory sample identificationCon_23_446 Linked DIME Sample ID
The fabricator/manufacturer/facility nameO C Jones and Sons Inc. Transportation Laboratory (TL) NumberC744003
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)00-00-0004
The fabricator's/manufacturer's product name for the sampleASB Class 4 The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedstockpile @jobsite
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-05-11-72
DIME Test ID: 2023-05-11-72-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-05-19

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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 05/19/2023
Cumulative Mass RetainedCumulative Percent Passing
7615 grams
0 grams100 %
0 grams100 %
0 grams100 %
0 grams100 %
395 grams95 %
790 grams90 %
1755 grams77 %
2680 grams65 %
4845 grams36 %
484 grams
166 grams24 %
276 grams15 %
342 grams11 %
400 grams6 %
438 grams3 %
457 grams2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/19/2023