Summary for Test 2019-10-09-20-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213267 DEA: 04013584 EFIS: 0416000289 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-80-8.0/8.3,0.9/1.4 |
| Award Date | 03/29/2018 |
| Closeout Date | 12/30/2019 |
| Work Description | Pier Retention |
| Location Description | In San Francisco and Alameda Counties on Yerba Buena Island and .4 miles west of Oakland Toll plaza |
| QA Service Level | 1 (Verified on 05/01/2018) |
Sample Information
| Sample Taken Date | 10/09/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/06/2019 | Sample type | Verification |
| A brief description of the sample | Concrete 6 x 12 Cylinders | The quantity of what the sample constitutes | 18 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Chetan |
| Last name of sampler or witnessed by | Sihra | Title of sampler | TED |
| Telephone number of sampler | 415-823-6360 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Central Concrete | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | EBMUD Overcrossing Bridge | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 4E01C5SS |
|---|---|---|---|
| The truck number from where the sample was collected | 8176 | The batch plant ticket number from where the sample was collected | 18923276 |
| Concrete batch plant | 30 | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Concrete Truck | Where the material sample would have been placed if not sampled | Deck Overlay |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-10-09-20
DIME Test ID: 2019-10-09-20-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-11-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 11/08/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.04 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 182220 lb
Maximum load on cylinder 2: 181218 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 30 days
Cross sectional area of cylinder 1: 28.64 in^2
Cross sectional area of cylinder 2: 28.45 in^2
Compressive strength of cylinder 1: 6362.4 psi
Compressive strength of cylinder 2: 6369.7 psi
Compressive strength (to nearest 10 psi): 6370 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 11/8/2019 ✔