Summary for Test 2020-09-21-17-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212993 DEA: 033F5304 EFIS: 0313000135 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50-67.3 |
| Award Date | 11/09/2018 |
| Closeout Date | 09/20/2022 |
| Work Description | ECHO SUMMIT BRIDGE IS A 24-FT WIDE, THREE-SPAN, REINFORCED CONCRETE GIRDER BRIDGE |
| Location Description | EL DORADO COUNTY NEAR MEYERS AT ECHO SUMMIT SIDEHILL VIADUCT |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 09/21/2020 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 09/21/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 3 in UHPC Cylinders |
| The quantity of what the sample constitutes | 5 3x6 UHPC | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | dylan | Last name of sampler or witnessed by | larose |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | 0000000000000 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | echo summit keyway |
Material Information
| Material Type | Concrete | The concrete mix design number | js1212 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 0000000000000 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | keyway | 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: 2020-09-21-17
DIME Test ID: 2020-09-21-17-1
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: 2020-11-16
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 11/16/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 2.99 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 2.99 in
Average diameter of cylinder 4: 3.00 in
Average diameter of cylinder 5: 3.00 in
Maximum load on cylinder 1: 183877 lb
Maximum load on cylinder 2: 185104 lb
Maximum load on cylinder 3: 188135 lb
Maximum load on cylinder 4: 188216 lb
Maximum load on cylinder 5: 185662 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
Type of fracture pattern of cylinder 4: 4
Type of fracture pattern of cylinder 5: 4
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: 56 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.02 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.02 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: 26193.3 psi
Compressive strength of cylinder 2: 26181.6 psi
Compressive strength of cylinder 3: 26799.9 psi
Compressive strength of cylinder 4: 26621.8 psi
Compressive strength of cylinder 5: 26260.5 psi
Compressive strength (to nearest 10 psi): 26410 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2020 ✔