Summary for Test 2020-10-14-29-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 214601 DEA: 041J5694 EFIS: 0419000313 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-101-0.0/21.8 |
| Award Date | 12/03/2019 |
| Closeout Date | 09/28/2022 |
| Work Description | San Mateo US 101 Express Lanes North |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 10/14/2020 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/15/2020 | Sample type | Quality Control |
| A brief description of the sample | PCC Core | The quantity of what the sample constitutes | 38 of 405.5 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Talen |
| Last name of sampler or witnessed by | Trajkovski | Title of sampler | Field Technician |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Central Concrete Supply | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | SW 6 Pile Cap | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D20115P1 |
|---|---|---|---|
| The truck number from where the sample was collected | 6229 | The batch plant ticket number from where the sample was collected | 18115468 |
| Concrete batch plant | Central Concrete South SFO Plant | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | SW 6 Pile Cap | Where the material sample would have been placed if not sampled | SW Pile Cap |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-10-14-29
DIME Test ID: 2020-10-14-29-1
Testing Lab: Kiewit Infrastructure West Company - Redwood City
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-11-17
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matthew Liu
Date of test: 11/11/2020
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 3: 5.99 in
Average diameter of cylinder 4: 5.99 in
Average diameter of cylinder 5: 5.99 in
Maximum load on cylinder 1: 173530 lb
Maximum load on cylinder 2: 171340 lb
Maximum load on cylinder 3: 166290 lb
Maximum load on cylinder 4: 181730 lb
Maximum load on cylinder 5: 171640 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 3
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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Cross sectional area of cylinder 3: 28.18 in^2
Cross sectional area of cylinder 4: 28.18 in^2
Cross sectional area of cylinder 5: 28.18 in^2
Compressive strength (to nearest 10 psi): 6140 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/17/2020 ✔