Summary for Test 2024-01-05-30-5

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 993905
DEA: 034H5814
EFIS: 0320000240
DIST-CO-RTE-PM03-SAC-5-27.6/29.5,30.4/34.3
Award Date02/28/2023
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE CL2 AB, HMA & RHMA, & MODIFY RAMP METERS.
Location DescriptionSACRAMENTO COUNTY IN AND NEAR SACRAMENTO FROM 0.5 MILES SOUTH OF ARENA BOULEVARD OVERCROSSING TO 0.4 MILES SOUTH OF 99/5 INTERCHANGE AND FROM 0.5 MILES NORTH OF THE 99/5 INTERCHANGE TO 0.4 MILE SOUTH OF THE YOLO COUNTY LINE
QA Service Level1 (Verified on 06/27/2022)

Sample Information

Sample Taken Date01/05/2024 Sample Unique Key30
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 testing01/05/2024
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 byElias Rojas Last name of sampler or witnessed byCardenas
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 number1615674
The truck number from where the sample was collected10077068 The batch plant ticket number from where the sample was collected42568232
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedconcrete truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-01-05-30
DIME Test ID: 2024-01-05-30-5
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: 2024-02-05

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: 01/05/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 160510 lb
Maximum load on cylinder 2: 165880 lb
Type of fracture pattern of cylinder 1: 2
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5770 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/5/2024