Test 2021-04-15-1-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 214795
DEA: 030H3424
EFIS: 0317000153
DIST-CO-RTE-PM03-SAC-99-22.6
Work DescriptionREPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER.
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING
Sample Information
Sample Taken Date4/15/2021 Sample Unique Key1
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 testing4/15/2021
Sample typeQuality Assurance A brief description of the sample3x6 UHPC Cylinders
The quantity of what the sample constitutes20 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byRobert Last name of sampler or witnessed byFerris
Title of samplerMETS REP Laboratory sample identification
The fabricator/manufacturer/facility nameBridgeway Construction Transportation Laboratory (TL) Number969224
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameUHPC Box Girder Keyway
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 collectedMixer Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-04-15-1
DIME Test ID: 2021-04-15-1-2
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: 2021-04-16
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: 04/16/2021
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: 114885 lb
Maximum load on cylinder 2: 114983 lb
Maximum load on cylinder 3: 117938 lb
Maximum load on cylinder 4: 118802 lb
Maximum load on cylinder 5: 115752 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: 1 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: 16249.6 psi
Compressive strength of cylinder 2: 16263.5 psi
Compressive strength of cylinder 3: 16681.5 psi
Compressive strength of cylinder 4: 16803.7 psi
Compressive strength of cylinder 5: 16372.3 psi
Compressive strength (to nearest 10 psi):16470 psi
General comments (publicly viewable) (Max 1000 characters): 18 Hour Break

Test was verified on 04/16/2021