Summary for Test 2021-04-14-3-6
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214795 DEA: 030H3424 EFIS: 0317000153 |
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DIST-CO-RTE-PM | 03-SAC-99-22.6 |
Award Date | 11/13/2020 |
Closeout Date | 03/03/2022 |
Work Description | REPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER. |
Location Description | SACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 03/12/2020) |
Sample Information
Sample Taken Date | 04/14/2021 | Sample Unique Key | 3 |
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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 testing | 04/14/2021 |
Sample type | Quality Assurance | A brief description of the sample | 3x6 UHPC Cylinders |
The quantity of what the sample constitutes | 44 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Robert | Last name of sampler or witnessed by | Ferris |
Title of sampler | METS REP | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Bridgeway Construction | Transportation Laboratory (TL) Number | 969223 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | UHPC Box Girder Keyway |
Material Information
Material Type | Concrete | The concrete mix design number | Ductal JS1000 |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Mixer | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-04-14-3
DIME Test ID: 2021-04-14-3-6
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: 2021-04-15
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: 04/15/2021
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: 102315 lb
Maximum load on cylinder 2: 102098 lb
Maximum load on cylinder 3: 102594 lb
Maximum load on cylinder 4: 97292 lb
Maximum load on cylinder 5: 97011 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: 14471.7 psi
Compressive strength of cylinder 2: 14441.0 psi
Compressive strength of cylinder 3: 14511.2 psi
Compressive strength of cylinder 4: 13761.2 psi
Compressive strength of cylinder 5: 13721.5 psi
Compressive strength (to nearest 10 psi): 14180 psi
General comments (publicly viewable) (Max 1000 characters): 20 Hour Break
Test was verified on 4/15/2021 ✔