Test 2021-06-19-1-2 (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 Date6/19/2021 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 testing6/19/2021
Sample typeQuality Assurance A brief description of the sample3x6 UHPC Cylinders
The quantity of what the sample constitutes11 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byMiller
Title of samplerRE Laboratory sample identification
The fabricator/manufacturer/facility nameBridgeway Transportation Laboratory (TL) Number78829
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSB Outside 2 Joints at Shoulder
Material Information
Material TypeConcrete The concrete mix design numberJS1212
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: 2021-06-19-1
DIME Test ID: 2021-06-19-1-2
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: 2021-08-14
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: 08/14/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.01 in
Average diameter of cylinder 2: 3.01 in
Average diameter of cylinder 3: 3.01 in
Average diameter of cylinder 4: 3.01 in
Average diameter of cylinder 5: 3.01 in
Maximum load on cylinder 1: 167259 lb
Maximum load on cylinder 2: 165980 lb
Maximum load on cylinder 3: 174859 lb
Maximum load on cylinder 4: 165124 lb
Maximum load on cylinder 5: 178290 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: 56 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.12 in^2
Cross sectional area of cylinder 2: 7.12 in^2
Cross sectional area of cylinder 3: 7.12 in^2
Cross sectional area of cylinder 4: 7.12 in^2
Cross sectional area of cylinder 5: 7.12 in^2
Compressive strength of cylinder 1: 23491.4 psi
Compressive strength of cylinder 2: 23311.8 psi
Compressive strength of cylinder 3: 24558.8 psi
Compressive strength of cylinder 4: 23191.6 psi
Compressive strength of cylinder 5: 25040.7 psi
Compressive strength (to nearest 10 psi):23920 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/13/2021