Summary for Test 2022-02-01-32-5

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 215145
DEA: 030H4604
EFIS: 0315000174
DIST-CO-RTE-PM03-PLA-80-2.6/3.1
Award Date11/16/2020
Closeout Date08/24/2022
Work DescriptionWIDEN ON-RAMP AND REPLACE BRIDGE.
Location DescriptionPLACER COUNTY IN ROSEVILLE AT THE ATLANTIC STREET ON RAMP
QA Service Level1 (Verified on 10/05/2020)

Sample Information

Sample Taken Date02/01/2022 Sample Unique Key32
Date that the sample was received by the laboratory/organization performing the testing02/01/2022 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 byAndrew
Last name of sampler or witnessed byClarke Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameFolsom Ready Mix
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 numberZ85Q9S1
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected4038724
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBridge deck on ramp at HWY 80 West bound Atlantic St Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-02-01-32
DIME Test ID: 2022-02-01-32-5
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: 02/09/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Maximum load on cylinder 1: 160260 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: 8 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi): 5670 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/13/2022 ✔