Test 2021-04-02-12-3 (ASTM C39-17a) Summary

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Project Information
Project IdentifiersProject ID: 214873
DEA: 010F3104
EFIS: 0115000108
DIST-CO-RTE-PM01-DN-101-39.8
Work DescriptionREMOVE REINFORCED CONCRETE BOX CULVERT AND CONSTRUCT BRIDGE.
Location DescriptionDEL NORTE COUNTY NEAR SMITH RIVER AT DOMINIE CREEK
Sample Information
Sample Taken Date4/2/2021 Sample Unique Key12
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 testing4/6/2021
Sample typeQuality Assurance A brief description of the sample3x6 UHPC Cylinders
The quantity of what the sample constitutes21 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byUchenna Last name of sampler or witnessed byNwogu
Title of samplerLaFarge Rep Laboratory sample identification
The fabricator/manufacturer/facility nameMcCullough Construction Inc Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameStage 2 UHPC Keyway between Box Girder G and H per Plan
Material Information
Material TypeConcrete The concrete mix design numberJS1000
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedUnknown Where the material sample would have been placed if not sampled
From Lot No.RXX J1518 A1 Bag Lot No.
Test Details
DIME Sample ID: 2021-04-02-12
DIME Test ID: 2021-04-02-12-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-04-12
Test Results

Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 04/10/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.00 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.00 in
Average diameter of cylinder 4: 2.99 in
Average diameter of cylinder 5: 2.99 in
Maximum load on cylinder 1: 130099 lb
Maximum load on cylinder 2: 126214 lb
Maximum load on cylinder 3: 129097 lb
Maximum load on cylinder 4: 125859 lb
Maximum load on cylinder 5: 121696 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 1
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
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Age of specimen: 8 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.07 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Cross sectional area of cylinder 4: 7.02 in^2
Cross sectional area of cylinder 5: 7.02 in^2
Compressive strength of cylinder 1: 18401.6 psi
Compressive strength of cylinder 2: 17852.1 psi
Compressive strength of cylinder 3: 18259.8 psi
Compressive strength of cylinder 4: 17928.6 psi
Compressive strength of cylinder 5: 17335.6 psi
Compressive strength (to nearest 10 psi):17960 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/12/2021