Test 2021-06-16-25-5 (CTM 521-June 2020) Summary

Project Information
Project IdentifiersProject ID: 214841
DEA: 034H1004
EFIS: 0318000176
DIST-CO-RTE-PM03-SIE-49-9.2/24.7
Work DescriptionINSTALL RETAINING STRUCTURE AND RSP CONCRETE EMBANKMENT.
Location DescriptionSIERRA COUNTY ON ROUTE 49 AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date6/16/2021 Sample Unique Key25
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 testing6/17/2021
Sample typeQuality Control A brief description of the samplePortland Cement Concrete
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 Laboratory sample identification
The fabricator/manufacturer/facility nameHansen Bros Enterprises 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 number71815-WSR6
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected05-195790
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedHWY 49 LOCATED AT ITEM 1, FRAME 1 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-06-16-25
DIME Test ID: 2021-06-16-25-5
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: 2021-07-04
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: 06/28/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Maximum load on cylinder 1: 124830 lb
Type of fracture pattern of cylinder 1: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 11 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi):4420 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/04/2021