Summary for Test 2014-08-05-1-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 6962 DEA: 04264074 EFIS: 0400000733 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-27.6 - 23.3 |
| Award Date | 09/14/2012 |
| Closeout Date | 12/22/2016 |
| Work Description | MARIN-SONOMA NARROWS (MSN) CONTRACT B1 - Frontage Roads and Widen Redwood Landfill Bridge |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 1.0 MILE NORTH OF NORTH NOVATO OVERHEAD TO 0.6 MILE SOUTH OF SONOMA COUNTY LINE |
| QA Service Level | 1 (Verified on 12/13/2012) |
Sample Information
| Sample Taken Date | 08/05/2014 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/15/2014 | Sample type | Quality Control |
| A brief description of the sample | 2 concrete cylinder | The quantity of what the sample constitutes | 2 cylinder |
| From where was the sample collected | Other | First name of sampler or witnessed by | Aaron |
| Last name of sampler or witnessed by | Jayne | Title of sampler | asr |
| Telephone number of sampler | Laboratory sample identification | cl140969 | |
| 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 4201a |
|---|---|---|---|
| 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: 2014-08-05-1
DIME Test ID: 2014-08-05-1-1
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: Calculated
Tester's full name: Bang
Date of test: 09/02/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 6.04 in
Maximum load on cylinder 1: 144879 lb
Maximum load on cylinder 2: 170053 lb
Type of fracture pattern of cylinder 1: 6
Type of fracture pattern of cylinder 2: 4
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
Age of specimen: 28 days
Cross sectional area of cylinder 1: no data
Cross sectional area of cylinder 2: no data
Compressive strength (to nearest 10 psi): 5550 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/8/2014 ✔