Summary for Test 2014-08-25-4-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 7285 DEA: 040120T4 EFIS: 0400000027 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-80-12.6/13.9 |
| Award Date | 11/27/2012 |
| Closeout Date | 02/12/2025 |
| Work Description | CONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES |
| Location Description | THE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL |
| QA Service Level | 1 (Verified on 10/29/2012) |
Sample Information
| Sample Taken Date | 08/25/2014 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/16/2014 | Sample type | Verification |
| A brief description of the sample | Concrete Samples | The quantity of what the sample constitutes | 8 concrete cylinders |
| From where was the sample collected | Other | First name of sampler or witnessed by | Pamela |
| Last name of sampler or witnessed by | Gagnier | Title of sampler | ASR |
| Telephone number of sampler | 510-385-6960 | Laboratory sample identification | 600002 |
| Linked DIME Sample ID | 0 | The fabricator/manufacturer/facility name | Central Plant |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D1011C5E1 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | NA | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | From the truck | Where the material sample would have been placed if not sampled | Not set |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2014-08-25-4
DIME Test ID: 2014-08-25-4-1
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: 2014-10-06
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 10/06/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Average diameter of cylinder 3: 5.99 in
Average diameter of cylinder 4: 5.98 in
Maximum load on cylinder 1: 160825 lb
Maximum load on cylinder 2: 177439 lb
Maximum load on cylinder 3: 179546 lb
Maximum load on cylinder 4: 163754 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
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: no data
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Age of specimen: 42 days
Cross sectional area of cylinder 1: 28.09 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: 28.09 in^2
Compressive strength of cylinder 1: 5725.3 psi
Compressive strength of cylinder 2: 6296.6 psi
Compressive strength of cylinder 3: 6371.4 psi
Compressive strength of cylinder 4: 5829.6 psi
Compressive strength (to nearest 10 psi): 6060 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/6/2014 ✔