Summary for Test 2022-01-07-17-2

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215129
DEA: 050N73U4
EFIS: 0520000166
DIST-CO-RTE-PM05-SB-101-7.3/9.6
Award Date10/23/2020
Closeout DateNot set
Work DescriptionSegment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, headed rebar, welded hoops, column pins.
Location DescriptionSUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE
QA Service Level1 (Verified on 08/24/2020)

Sample Information

Sample Taken Date01/07/2022 Sample Unique Key17
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 testing01/07/2022
Sample typeQuality Control A brief description of the sample1x4 concrete aggregates
The quantity of what the sample constitutes1 per day From where was the sample collectedSupplier
First name of sampler or witnessed byTim Last name of sampler or witnessed byReyes
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Marrieta, Goleta 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 or name of Pit)91-42-0003
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 cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number725A1Z0P Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-07-17
DIME Test ID: 2022-01-07-17-2
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-01-19

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Tim Reyes
Date of test: 01/07/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 96 %
Cumulative percent passing the #8 sieve: 82 %
Cumulative percent passing the #16 sieve: 68 %
Cumulative percent passing the #30 sieve: 46 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 0.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/19/2022