Summary for Test 2021-11-12-37-5

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 215486
DEA: 040A0204
EFIS: 0400000129
DIST-CO-RTE-PM04-SON-1-15-15.7
Award DateNot set
Closeout DateNot set
Work DescriptionConstruct roadway and bridge with structural concrete and CIDH piling
Location DescriptionDistrict-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date11/12/2021 Sample Unique Key37
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 testing11/12/2021
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 byMatthew Last name of sampler or witnessed byMenning
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBridge Way Civil Construction 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 number72105003R
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected31678
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedPier 2 left and right Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-11-12-37
DIME Test ID: 2021-11-12-37-5
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: 2022-03-29

Test Results


Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 12/10/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Average diameter of cylinder 4: 4.01 in
Average diameter of cylinder 5: 4.01 in
Maximum load on cylinder 1: 82740 lb
Maximum load on cylinder 2: 88530 lb
Maximum load on cylinder 3: 85640 lb
Maximum load on cylinder 4: 83460 lb
Maximum load on cylinder 5: 92240 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 5
Type of fracture pattern of cylinder 5: 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
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1:12.63 in^2
Cross sectional area of cylinder 2:12.63 in^2
Cross sectional area of cylinder 3:12.63 in^2
Cross sectional area of cylinder 4:12.63 in^2
Cross sectional area of cylinder 5:12.63 in^2
Compressive strength (to nearest 10 psi):6850 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/29/2022