Summary for Test 2021-04-02-12-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214873 DEA: 010F3104 EFIS: 0115000108 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-39.8 |
| Award Date | 05/28/2020 |
| Closeout Date | 10/07/2022 |
| Work Description | REMOVE REINFORCED CONCRETE BOX CULVERT AND CONSTRUCT BRIDGE. |
| Location Description | DEL NORTE COUNTY NEAR SMITH RIVER AT DOMINIE CREEK |
| QA Service Level | 1 (Verified on 06/04/2020) |
Sample Information
| Sample Taken Date | 04/02/2021 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/06/2021 | Sample type | Quality Assurance |
| A brief description of the sample | 3x6 UHPC Cylinders | The quantity of what the sample constitutes | 21 Cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Uchenna |
| Last name of sampler or witnessed by | Nwogu | Title of sampler | LaFarge Rep |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | McCullough Construction Inc | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Stage 2 UHPC Keyway between Box Girder G and H per Plan | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 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 | Unknown | Where the material sample would have been placed if not sampled | |
| From Lot No. | RXX J1518 A1 | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-04-02-12
DIME Test ID: 2021-04-02-12-3
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: 2021-04-12
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: 04/10/2021
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: 2.99 in
Average diameter of cylinder 5: 2.99 in
Maximum load on cylinder 1: 130099 lb
Maximum load on cylinder 2: 126214 lb
Maximum load on cylinder 3: 129097 lb
Maximum load on cylinder 4: 125859 lb
Maximum load on cylinder 5: 121696 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: 8 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: 7.02 in^2
Cross sectional area of cylinder 5: 7.02 in^2
Compressive strength of cylinder 1: 18401.6 psi
Compressive strength of cylinder 2: 17852.1 psi
Compressive strength of cylinder 3: 18259.8 psi
Compressive strength of cylinder 4: 17928.6 psi
Compressive strength of cylinder 5: 17335.6 psi
Compressive strength (to nearest 10 psi): 17960 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/12/2021 ✔