Summary for Test 2020-10-28-13-2

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 213568
DEA: 034H6904
EFIS: 0319000026
DIST-CO-RTE-PM03-SAC,SAC/SOL-12-0-0.4/26.3-26.4, 0.0-0.4/26.3-26.4
Award Date08/13/2018
Closeout Date08/28/2023
Work DescriptionMajor Damage Restoration (Emergency Opening)
Location DescriptionNot set
QA Service Level1 (Verified on 08/24/2018)

Sample Information

Sample Taken Date10/28/2020 Sample Unique Key13
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 testing10/29/2020
Sample typeQuality Assurance A brief description of the sampleHydrolite-Trinity Lightweight
The quantity of what the sample constitutes3-5 gallon bucket From where was the sample collectedJob Site
First name of sampler or witnessed bynot available Last name of sampler or witnessed bynot available
Title of sampler Telephone number of sampler
Laboratory sample identification20-PCCC-0217 Linked DIME Sample ID
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Numberna
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)na
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 collectedat job site
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-10-28-13
DIME Test ID: 2020-10-28-13-2
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-11-20

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 11/02/2020
Individual Mass RetainedCumulative Percent Passing
1240 grams
0 grams100 %
123.7 grams90 %
780.4 grams27 %
243.7 grams7 %
92 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/20/2020