Summary for Test 2022-01-27-27-2

Test performed: ASTM C143-20

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.1/13.5
Award Date12/15/2020
Closeout DateNot set
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date01/27/2022 Sample Unique Key27
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 testing01/27/2022
Sample typeQuality Control A brief description of the sampleConcrete
The quantity of what the sample constitutes100 cy From where was the sample collectedSupplier
First name of sampler or witnessed byPedro Last name of sampler or witnessed byDe Haro
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCentral Ready Mix Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberD101C5RS
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected061397
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedVioDuct Decl STA 12 plus 00 to 13 plus 57 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-01-27-27
DIME Test ID: 2022-01-27-27-2
Testing Lab: RMA Group - Rancho Cordova
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Test Release Date: 2022-04-13

Test Results


Input Type: Calculated
Tester's full name: Pedro De Haro
Date of test: 01/27/2022
Slump: 4 inch
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/13/2022