Test 2021-03-31-5-1 (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 Date3/31/2021 Sample Unique Key5
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 testing4/2/2021
Sample typeQuality Assurance A brief description of the sample3x6 UHPC Cylinders
The quantity of what the sample constitutes25 Cylinders From where was the sample collectedFabricator
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 nameUnknown Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameUHPC Keyway between box girder K and L
Material Information
Material TypeConcrete The concrete mix design numberDuctal JS1000
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. Bag Lot No.
Test Details
DIME Sample ID: 2021-03-31-5
DIME Test ID: 2021-03-31-5-1
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: 2021-04-04
Test Results

Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 04/04/2021
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: 3.00 in
Average diameter of cylinder 5: 3.00 in
Maximum load on cylinder 1: 105583 lb
Maximum load on cylinder 2: 122427 lb
Maximum load on cylinder 3: 80759 lb
Maximum load on cylinder 4: 113281 lb
Maximum load on cylinder 5: 126684 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: 4 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: 7.07 in^2
Cross sectional area of cylinder 5: 7.07 in^2
Compressive strength of cylinder 1: 14933.9 psi
Compressive strength of cylinder 2: 17316.4 psi
Compressive strength of cylinder 3: 11422.8 psi
Compressive strength of cylinder 4: 16022.8 psi
Compressive strength of cylinder 5: 17918.5 psi
Compressive strength (to nearest 10 psi):15520 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/04/2021