Summary for Test 2020-11-19-14-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 214601
DEA: 041J5694
EFIS: 0419000313
DIST-CO-RTE-PM04-SM-101-0.0/21.8
Award Date12/03/2019
Closeout Date09/28/2022
Work DescriptionSan Mateo US 101 Express Lanes North
Location DescriptionNot set
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date11/19/2020 Sample Unique Key14
Date that the sample was received by the laboratory/organization performing the testing04/01/2021 Sample typeAnnual Source Testing
A brief description of the sample1/2 Aggregates The quantity of what the sample constitutes3 small bags
From where was the sample collectedSource First name of sampler or witnessed byB
Last name of sampler or witnessed bySingh Title of samplerConsultant
Telephone number of sampler Laboratory sample identification21-PCCC-0048
Linked DIME Sample ID The fabricator/manufacturer/facility nameAR Wilson
Transportation Laboratory (TL) NumberC934612 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)91-35-0012::A.R. WILSON QUARRY
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 collectedsource
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-11-19-14
DIME Test ID: 2020-11-19-14-1
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: 2021-04-16

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Ryan Kester/ Jay Horton
Date of test: 04/16/2021
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: 6.8 %
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 4/16/2021 ✔