Summary for Test 2021-04-14-3-5
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214795 DEA: 030H3424 EFIS: 0317000153 |
|---|---|
| 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 |
|---|---|---|---|
| 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 | |
| Bid Item | Not set |
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
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DIME Sample ID: 2021-04-14-3
DIME Test ID: 2021-04-14-3-5
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: 89439 lb
Maximum load on cylinder 2: 94719 lb
Maximum load on cylinder 3: 96606 lb
Maximum load on cylinder 4: 91877 lb
Maximum load on cylinder 5: 97815 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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
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: 12650.5 psi
Compressive strength of cylinder 2: 13397.3 psi
Compressive strength of cylinder 3: 13664.2 psi
Compressive strength of cylinder 4: 12995.3 psi
Compressive strength of cylinder 5: 13835.2 psi
Compressive strength (to nearest 10 psi): 13310 psi
General comments (publicly viewable) (Max 1000 characters): 18 Hour Break
Test was verified on 4/15/2021 ✔