Summary for Test 2022-05-06-50-5

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 215396
DEA: 042K8404
EFIS: 0417000031
DIST-CO-RTE-PM04-SOL-29,80-0.0,0.8/1.6
Award Date03/26/2021
Closeout Date02/16/2024
Work DescriptionHMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location DescriptionSOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
QA Service Level1 (Verified on 01/25/2021)

Sample Information

Sample Taken Date05/06/2022 Sample Unique Key50
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 testing05/06/2022
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 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 numberDDJ118E3
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected118374
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedPile on the NW of Sonoma Blvd Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-05-06-50
DIME Test ID: 2022-05-06-50-5
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: 2022-07-06

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: 06/03/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.04 in
Maximum load on cylinder 1: 182530 lb
Maximum load on cylinder 2: 181550 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 6420 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/6/2022