Summary for Test 2024-04-02-57-2

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 994425
DEA: 040K5204
EFIS: 0416000098
DIST-CO-RTE-PM04-SON-12-11.0/T17.4
Award Date03/21/2023
Closeout DateNot set
Work DescriptionOverlay with RHMA, replace guardrails, approach slabs and signs.
Location DescriptionConstruction on State Highway in Sonoma County from Llano Road to Farmers Lane.
QA Service Level1 (Verified on 12/07/2022)

Sample Information

Sample Taken Date04/02/2024 Sample Unique Key57
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 testing04/03/2024
Sample typeQuality Control A brief description of the sample6X12 Concrete Cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byBrent Last name of sampler or witnessed byVan-Y
Title of samplerQC Field Technician Telephone number of sampler
Laboratory sample identificationHE4X4BM, Set 2 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameVanguard Construction Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier00-0000
Structure name

Material Information

Material TypeConcrete The concrete mix design numberHE4X4BM
The truck number from where the sample was collectedLoad 12 The batch plant ticket number from where the sample was collected0
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleSet 2
A detailed description of where the material sample was collectedE/B RTE 12 to N/B RTE 101 Connector, Departure Slab Where the material sample would have been placed if not sampledUnknown
From Lot No.1 Bag Lot No.1

Test Details

DIME Sample ID: 2024-04-02-57
DIME Test ID: 2024-04-02-57-2
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-06-05

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Travis Van-Y
Date of test: 05/01/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 229620 lb
Maximum load on cylinder 2: 231690 lb
Type of fracture pattern of cylinder 1: 3
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): 8160 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/5/2024