Summary for Test 2024-06-29-1-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000310 DEA: 041X5804 EFIS: 0424000402 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116-19.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Remove 12" AC overlay on the Jones Creek Bridge and Install precast pre-stressed slab girder. |
| Location Description | Jones Creek Bridge (Bridge # 20-0094) in Sonoma 116 post mile 19.9 |
| QA Service Level | 1 (Verified on 05/14/2024) |
Sample Information
| Sample Taken Date | 06/29/2024 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/29/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3x6 UHPC Cylinders |
| The quantity of what the sample constitutes | 10 UHPC Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Waqas | Last name of sampler or witnessed by | Ather |
| Title of sampler | METS Rep | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Steelike | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | Unknown |
|---|---|---|---|
| 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: 2024-06-29-1
DIME Test ID: 2024-06-29-1-1
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: 2024-07-26
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: 07/26/2024
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 3.01 in
Average diameter of cylinder 2: 3.01 in
Average diameter of cylinder 3: 3.01 in
Average diameter of cylinder 4: 3.02 in
Average diameter of cylinder 5: 3.02 in
Maximum load on cylinder 1: 83523 lb
Maximum load on cylinder 2: 66013 lb
Maximum load on cylinder 3: 104537 lb
Maximum load on cylinder 4: 104893 lb
Maximum load on cylinder 5: 126088 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: 27 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
Cross sectional area of cylinder 4: 7.16 in^2
Cross sectional area of cylinder 5: 7.16 in^2
Compressive strength of cylinder 1: 11730.8 psi
Compressive strength of cylinder 2: 9271.5 psi
Compressive strength of cylinder 3: 14682.2 psi
Compressive strength of cylinder 4: 14649.9 psi
Compressive strength of cylinder 5: 17610.1 psi
Compressive strength (to nearest 10 psi): 13590 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2024 ✔