Summary for Test 2021-09-16-30-5

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214176
DEA: 033F0904
EFIS: 0312000056
DIST-CO-RTE-PM03-SAC,SJ-5,160-Var
Award Date10/10/2019
Closeout Date10/27/2022
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGES, PLACE CIDH & CISS CONCRETE PILES.
Location DescriptionSACRAMENTO COUNTY AT NORTH SACRAMENTO UNDERCROSSING AND SACRAMENTO RIVER BRIDGE AND IN SAN JOAQUIN COUNTY AT MOKELUMNE RIVER BRIDGE
QA Service Level1 (Verified on 05/29/2019)

Sample Information

Sample Taken Date09/16/2021 Sample Unique Key30
Date that the sample was received by the laboratory/organization performing the testing09/16/2021 Sample typeQuality Control
A brief description of the sampleConcrete The quantity of what the sample constitutes100 cy
From where was the sample collectedJob Site First name of sampler or witnessed byKristipher
Last name of sampler or witnessed byWeaver Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSyar
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberCT072AR5
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected87059424
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedRailing Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-09-16-30
DIME Test ID: 2021-09-16-30-5
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-04-13

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 10/04/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.02 in
Maximum load on cylinder 1: 119140 lb
Type of fracture pattern of cylinder 1: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 18 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi): 4190 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/13/2022 ✔