Summary for Test 2024-06-14-65-2

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 993141
DEA: 060V1204
EFIS: 0616000207
DIST-CO-RTE-PM06-MAD-99-R6.9/R7.6
Award Date06/22/2022
Closeout Date12/02/2025
Work DescriptionCottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location DescriptionMADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
QA Service Level1 (Verified on 07/28/2021)

Sample Information

Sample Taken Date06/14/2024 Sample Unique Key65
Date that the sample was received by the laboratory/organization performing the testing06/15/2024 Sample typeQuality Control
A brief description of the sample4X8 Concrete Cylinders The quantity of what the sample constitutes7
From where was the sample collectedJob Site First name of sampler or witnessed byBrandi
Last name of sampler or witnessed byMcGuire Title of samplerQC Field Technician
Telephone number of sampler Laboratory sample identificationMix ND23502, Set 1
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameBuilders Concrete
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifier00-0000 Structure name
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberND23502
The truck number from where the sample was collectedLoad 1 Truck The batch plant ticket number from where the sample was collected0
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleSet 1
A detailed description of where the material sample was collectedTruck Where the material sample would have been placed if not sampledUnknown
From Lot No.1 Bag Lot No.1

Test Details

DIME Sample ID: 2024-06-14-65
DIME Test ID: 2024-06-14-65-2
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: 2024-07-16

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Travis Van-Y
Date of test: 07/12/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 64520 lb
Maximum load on cylinder 2: 67560 lb
Maximum load on cylinder 3: 63520 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 5190 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/16/2024 ✔