Summary for Test 2022-10-06-77-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
DIST-CO-RTE-PM07-VEN-101-37/40
Award DateNot set
Closeout DateNot set
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date10/06/2022 Sample Unique Key77
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 testing10/07/2022
Sample typeDepartment Acceptance A brief description of the sample6x12 JPCP cylinders
The quantity of what the sample constitutes130 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byDerek Last name of sampler or witnessed byBezotte
Title of samplerSequoia QC Telephone number of sampler
Laboratory sample identification22-2652 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Ventura Transportation Laboratory (TL) Number22-2652
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberG3-20-PCC-208
The truck number from where the sample was collected7 The batch plant ticket number from where the sample was collected9024
Concrete batch plantGranite Construction Ventura The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedLoader to wheelborrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-10-06-77
DIME Test ID: 2022-10-06-77-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-11-17

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Robert Achuela
Date of test: 11/17/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.01 in
Maximum load on cylinder 1: 132136 lb
Maximum load on cylinder 2: 128746 lb
Maximum load on cylinder 3: 129154 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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
Age of specimen: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Compressive strength of cylinder 1: 4657.6 psi
Compressive strength of cylinder 2: 4554.2 psi
Compressive strength of cylinder 3: 4552.5 psi
Compressive strength (to nearest 10 psi): 4590 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/17/2022