Summary for Test 2020-12-02-14-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 213727
DEA: 041A6834
EFIS: 0412000335
DIST-CO-RTE-PM04-ALA-880-28.5 / 29.2
Award Date03/25/2019
Closeout DateNot set
Work DescriptionREHABILITATE ROADWAY.
Location DescriptionIN OAKLAND, FROM 23RD TO 29TH STREET.
QA Service Level1 (Verified on 05/14/2019)

Sample Information

Sample Taken Date12/02/2020 Sample Unique Key14
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 testing01/27/2021
Sample typeAnnual Source Testing A brief description of the sample3/8x#8 coarse aggregate
The quantity of what the sample constitutes2-bags coarse aggregate From where was the sample collectedSource
First name of sampler or witnessed byplant personnel Last name of sampler or witnessed byplant personnel
Title of samplerQC Tech Telephone number of sampler
Laboratory sample identification21-PCCC-0009 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Pleasanton Transportation Laboratory (TL) NumberC924555
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)91-01-0010
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 collectedStockpile
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 HMA Design ID

Test Details

DIME Sample ID: 2020-12-02-14
DIME Test ID: 2020-12-02-14-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2021-02-18

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: RK/JH
Date of test: 02/17/2021
Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data
Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data
Percentage Loss of material retained on 1 x ¾ in. sieve: no data
Percentage Loss of material retained on ¾ x ½ in. sieve: no data
Percentage Loss of material retained on ½ x ⅜ in. sieve: no data
Percentage Loss of material retained on ⅜ in. x #4 sieve: no data
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data
Percentage Loss of material retained on 3/4 in. through #4 sieve: no data
Weighted Average Percent Loss of Coarse Aggregate:4.0 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum):no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum):no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/18/2021