Summary for Test 2022-11-15-35-6
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215304 DEA: 010E0814 EFIS: 0118000172 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-20,29,175-Var |
| Award Date | 09/20/2021 |
| Closeout Date | Not set |
| Work Description | Replace & widen bridges |
| Location Description | LAKE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 11/04/2020) |
Sample Information
| Sample Taken Date | 11/15/2022 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 11/19/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 3x6 UHPC Cylinders |
| The quantity of what the sample constitutes | 20 Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Peter | Last name of sampler or witnessed by | Gan |
| Title of sampler | METS Rep | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Construction | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Kelsey Creek Bridge |
Material Information
| Material Type | Concrete | The concrete mix design number | UHPC |
|---|---|---|---|
| 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: 2022-11-15-35
DIME Test ID: 2022-11-15-35-6
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: 2022-12-02
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: 12/02/2022
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 3.01 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.02 in
Average diameter of cylinder 4: 3.01 in
Average diameter of cylinder 5: 3.01 in
Maximum load on cylinder 1: 160996 lb
Maximum load on cylinder 2: 172985 lb
Maximum load on cylinder 3: 150681 lb
Maximum load on cylinder 4: 133120 lb
Maximum load on cylinder 5: 163469 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: 17 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.12 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.16 in^2
Cross sectional area of cylinder 4: 7.12 in^2
Cross sectional area of cylinder 5: 7.12 in^2
Compressive strength of cylinder 1: 22611.8 psi
Compressive strength of cylinder 2: 24467.5 psi
Compressive strength of cylinder 3: 21044.8 psi
Compressive strength of cylinder 4: 18696.6 psi
Compressive strength of cylinder 5: 22959.1 psi
Compressive strength (to nearest 10 psi): 21960 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/2/2022 ✔