Summary for Test 2021-11-05-30-5
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 213653 DEA: 044G8204 EFIS: 0413000049 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-10.6/10.8 |
| Award Date | 05/05/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | REPLACE SAN RAFAEL HARBOR BRIDGE (ABC) |
| Location Description | MARIN COUTY, IN SAN RAFAEL, FROM ROUTE 101 NORTHBOUND OFF-RAMP TO 2ND STREET |
| QA Service Level | 1 (Verified on 05/31/2019) |
Sample Information
| Sample Taken Date | 11/05/2021 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 11/06/2021 |
| Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 14 CY | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Stephen | Last name of sampler or witnessed by | Haynes |
| Title of sampler | Telephone number of sampler | 9253317125 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | KIE-CON, INC | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | K4500x R2 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 112515 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | 20-030C 11/5/21 | |
| A detailed description of where the material sample was collected | Concrete sample from wheelbarrow | Where the material sample would have been placed if not sampled | Abutment |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-11-05-30
DIME Test ID: 2021-11-05-30-5
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-11-30
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jason Allen
Date of test: 11/30/2021
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 254110 lb
Maximum load on cylinder 2: 248830 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 25 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 8900 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/30/2021 ✔