Summary for Test 2022-03-08-14-5

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214702
DEA: 030F2864
EFIS: 0320000123
DIST-CO-RTE-PM03-SAC-99-7.92 / 8.4
Award DateNot set
Closeout DateNot set
Work DescriptionRemove and replace Consumnes River and Consumnes River Overflow bridge
Location DescriptionSacramento County
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date03/08/2022 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 testing03/08/2022
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 byJose Last name of sampler or witnessed byMurillo
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River 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 number547
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected16184376
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedFirst bridge deck joint NB of HWY 99 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-03-08-14
DIME Test ID: 2022-03-08-14-5
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: 2022-04-07

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: 03/15/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Maximum load on cylinder 1: 141650 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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi):5030 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2022