Summary for Test 2021-03-24-3-3

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 Date03/24/2021 Sample Unique Key3
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 testing03/24/2021
Sample typeQuality Assurance A brief description of the sample3x6 UHPC Cylinders
The quantity of what the sample constitutes22 Cylinders From where was the sample collectedFabricator
First name of sampler or witnessed byRMA Last name of sampler or witnessed byRMA
Title of samplerRMA Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRMA Transportation Laboratory (TL) Number001
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameUHPC

Material Information

Material TypeConcrete The concrete mix design numberUHPC
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 collectedFabricator Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-03-24-3
DIME Test ID: 2021-03-24-3-3
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: 2021-03-29

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: 03/25/2021
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: 131044 lb
Maximum load on cylinder 2: 114631 lb
Maximum load on cylinder 3: 142990 lb
Maximum load on cylinder 4: 138305 lb
Maximum load on cylinder 5: 138997 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: 18535.2 psi
Compressive strength of cylinder 2: 16213.7 psi
Compressive strength of cylinder 3: 20224.9 psi
Compressive strength of cylinder 4: 19562.2 psi
Compressive strength of cylinder 5: 19660.1 psi
Compressive strength (to nearest 10 psi):18840 psi
General comments (publicly viewable) (Max 1000 characters): 24 Hour

Test was verified on 3/29/2021