Summary for Test 2019-11-25-19-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level (Verified on 04/05/2013)

Sample Information

Sample Taken Date11/25/2019 Sample Unique Key19
Date that the sample was received by the laboratory/organization performing the testing11/25/2019 Sample typeQuality Assurance
A brief description of the sample1/2 inch HMA The quantity of what the sample constitutes1/2" HMA
From where was the sample collectedManufacturer First name of sampler or witnessed byIrene
Last name of sampler or witnessed byKwan Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBoDean Company
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-49-0032
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedManufaturer
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-11-25-19
DIME Test ID: 2019-11-25-19-1
Testing Lab: ZZCT - Sacramento DIME Development - AVS Testing Internal
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-11-25

Test Results


What size aggregate is being tested?: 0.5 in. x No. 4 - 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: Irene Kwan
Date of test: 11/25/2019
Sieve SizeIndividual Mass RetainedCumulative Percent Passing
3628 grams
182.0 grams95 %
1438.0 grams55 %
724.0 grams35 %
1204.0 grams2 %
0.0 grams2 %
80.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/25/2019 ✔