Summary for Test 2015-07-23-9-1
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 | Not set |
| 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 | 07/23/2015 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 08/19/2015 |
| Sample type | Authorization | A brief description of the sample | Trial Batch W2 Bikepath SCC 60Mpa at 56 days |
| The quantity of what the sample constitutes | 5 cylinders | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jacquelyn | Last name of sampler or witnessed by | Wong |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | 5108676025 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Central Plant | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 56 day break |
| Structure name | YBITS2 W2 Bikepath |
Material Information
| Material Type | Concrete | The concrete mix design number | 98A5C2KS |
|---|---|---|---|
| The truck number from where the sample was collected | 1193 | The batch plant ticket number from where the sample was collected | 18057173 |
| Concrete batch plant | 12 | The fabricator/manufacturer designation for the sample | HS SCC |
| A detailed description of where the material sample was collected | Chute discharge into wheel barrel | Where the material sample would have been placed if not sampled | trial batch only |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-07-23-9
DIME Test ID: 2015-07-23-9-1
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: 2015-09-17
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 09/17/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.95 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.01 in
Maximum load on cylinder 1: 359270 lb
Maximum load on cylinder 2: 269720 lb
Maximum load on cylinder 3: 338361 lb
Maximum load on cylinder 4: 366275 lb
Maximum load on cylinder 5: 355551 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
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
Correction factor for cylinder 2: no data
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Correction factor for cylinder 5: no data
Age of specimen: 56 days
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.81 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.37 in^2
Compressive strength of cylinder 1: 12835.7 psi
Compressive strength of cylinder 2: 9698.7 psi
Compressive strength of cylinder 3: 11926.7 psi
Compressive strength of cylinder 4: 12910.6 psi
Compressive strength of cylinder 5: 12532.6 psi
Compressive strength (to nearest 10 psi): 11980 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 5
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 5
Source: Partner Data Point File
Test graph for Cylinder Code 3 of 5
Source: Partner Data Point File
Test graph for Cylinder Code 4 of 5
Source: Partner Data Point File
Test graph for Cylinder Code 5 of 5
Test was verified on 9/17/2015 ✔