Summary for Test 2014-08-28-4-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 7826 DEA: 040A1854 EFIS: 0400020652 COOP: 042363 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-101-7.1/8.1 |
| Award Date | 02/12/2013 |
| Closeout Date | 01/03/2017 |
| Work Description | RECONSTRUCT INTERCHANGE |
| Location Description | SONOMA COUNTY IN PETALUMA FROM 0.6 MILE SOUTH TO 0.4 MILE NORTH OF OLD REDWOOD HIGHWAY OVERCROSSING |
| QA Service Level | 1 (Verified on 12/10/2012) |
Sample Information
| Sample Taken Date | 08/28/2014 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 09/04/2014 |
| Sample type | Quality Control | A brief description of the sample | concrete cylinder |
| The quantity of what the sample constitutes | 2 concrete cylinder | From where was the sample collected | Other |
| First name of sampler or witnessed by | Tony | Last name of sampler or witnessed by | Chu |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | cl141055 | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | field | 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 | 4100A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | na | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | field | 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: 2014-08-28-4
DIME Test ID: 2014-08-28-4-1
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: 2014-09-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: mullins
Date of test: 09/08/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 118811 lb
Maximum load on cylinder 2: 124816 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: no data
Age of specimen: 11 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4187.9 psi
Compressive strength of cylinder 2: 4399.6 psi
Compressive strength (to nearest 10 psi): 4290 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/8/2014 ✔