Summary for Test 2014-08-04-8641-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 6962 DEA: 04264074 EFIS: 0400000733 |
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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 | 08/04/2014 | Sample Unique Key | 8641 |
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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 | 08/15/2014 |
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 | cl140970 | 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 | 4201a |
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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
DIME Sample ID: 2014-08-04-8641
DIME Test ID: 2014-08-04-8641-1
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: 5.97 in
Maximum load on cylinder 1: 173970 lb
Maximum load on cylinder 2: 173673 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: 29 days
Cross sectional area of cylinder 1: no data
Cross sectional area of cylinder 2: no data
Compressive strength (to nearest 10 psi): 6200 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/8/2014 ✔