Summary for Test 2023-02-03-59-4

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 993183
DEA: 031H2704
EFIS: 0316000082
DIST-CO-RTE-PM03-YUB-70-R11.2/13.5
Award Date10/14/2021
Closeout DateNot set
Work DescriptionUPGRADE BRIDGE RAILS & CONSTRUCT CONCRETE MEDIAN BARRIER.
Location DescriptionYUBA COUNTY NEAR LINDA AND MARYSVILLE FROM 2.4 MILES SOUTH OF FEATHER RIVER BOULEVARD UNDERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD
QA Service Level1 (Verified on 08/16/2021)

Sample Information

Sample Taken Date02/03/2023 Sample Unique Key59
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 testing02/03/2023
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 byNicole Last name of sampler or witnessed byMarcal
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex 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 number1442005
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected30616956
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedapproach slab at feather river number one lane south side Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-02-03-59
DIME Test ID: 2023-02-03-59-4
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: 2023-03-17

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 03/04/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 264000 lb
Maximum load on cylinder 2: 284280 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 9710 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/17/2023