Summary for Test 2017-08-30-2-6
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211162 DEA: 044G4504 EFIS: 0412000477 |
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DIST-CO-RTE-PM | 04-SOL-780-7.07 |
Award Date | 02/01/2017 |
Closeout Date | 11/15/2019 |
Work Description | REPLACE BRIDGE TO PROVIDE STANDARD VERTICAL CLEARANCE |
Location Description | LAUREL STREET OC |
QA Service Level | 1 (Verified on 05/20/2016) |
Sample Information
Sample Taken Date | 08/30/2017 | Sample Unique Key | 2 |
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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 | 09/01/2017 |
Sample type | Quality Assurance | A brief description of the sample | 3 in UHPC Cylinders |
The quantity of what the sample constitutes | 15 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | William | Last name of sampler or witnessed by | Sommer |
Title of sampler | Unknown | Telephone number of sampler | 7075150854 |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Lefarge | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | Unknown |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
Concrete batch plant | Onsite | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | UHPC buckets | Where the material sample would have been placed if not sampled | UHPC Grout for Bent Cap to Column |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-08-30-2
DIME Test ID: 2017-08-30-2-6
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: 2017-09-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 09/12/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.01 in
Average diameter of cylinder 2: 3.01 in
Average diameter of cylinder 3: 1.00 in
Maximum load on cylinder 1: 132386 lb
Maximum load on cylinder 2: 138377 lb
Maximum load on cylinder 3: 143922 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
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: no data
Correction factor for cylinder 3: no data
Age of specimen: 13 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
Compressive strength of cylinder 1: 18593.5 psi
Compressive strength of cylinder 2: 19435.0 psi
Compressive strength of cylinder 3: 19720 psi
Compressive strength (to nearest 10 psi): 19260 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/18/2017 ✔