Summary for Test 2022-03-18-37-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214562
DEA: 040J7104
EFIS: 0414000029
DIST-CO-RTE-PM04-SOL-80-1.8/4.4
Award Date03/17/2020
Closeout DateNot set
Work DescriptionRAISE BRIDGE AND PLACE STRUCTURAL CONCRETE.
Location DescriptionSOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 12/03/2019)

Sample Information

Sample Taken Date03/18/2022 Sample Unique Key37
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 testing03/18/2022
Sample typeQuality Control A brief description of the sample1 x 4 PCC Aggregate
The quantity of what the sample constitutes1 Day From where was the sample collectedJob Site
First name of sampler or witnessed byPedro Last name of sampler or witnessed byDe Haro
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSyar Vallejo 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)90-1.02C
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 Size3/8 inch
The concrete mix design numberCT063AC5 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-18-37
DIME Test ID: 2022-03-18-37-1
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: 2022-04-07

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Todd Strait
Date of test: 03/21/2022
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: 85 %
Cumulative percent passing the 1/2 in. sieve: 40 %
Cumulative percent passing the 3/8 in. sieve: 20 %
Cumulative percent passing the #4 sieve: 3 %
Cumulative percent passing the #8 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2022