Summary for Test 2021-04-15-1-3

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 214795
DEA: 030H3424
EFIS: 0317000153
DIST-CO-RTE-PM03-SAC-99-22.6
Award Date11/13/2020
Closeout Date03/03/2022
Work DescriptionREPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER.
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING
QA Service Level1 (Verified on 03/12/2020)

Sample Information

Sample Taken Date04/15/2021 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 testing04/15/2021
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 Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
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: 2021-04-15-1-3
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: 2021-04-20

Test Results


Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Phillip Montes
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: 119890 lb
Maximum load on cylinder 2: 125655 lb
Maximum load on cylinder 3: 118239 lb
Maximum load on cylinder 4: 126478 lb
Maximum load on cylinder 5: 117965 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: 24 hours
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: 16957.6 psi
Compressive strength of cylinder 2: 17773.0 psi
Compressive strength of cylinder 3: 16724 psi
Compressive strength of cylinder 4: 17889.4 psi
Compressive strength of cylinder 5: 16685.3 psi
Compressive strength (to nearest 10 psi): 17210 psi
General comments (publicly viewable) (Max 1000 characters): 24 Hour Break

Test was verified on 4/20/2021