Summary for Test 2014-08-19-1-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 208679 DEA: 100S1104 EFIS: 1000000229 COOP: 10406 |
---|---|
DIST-CO-RTE-PM | 10-SJ-4,5-Var |
Award Date | 12/16/2013 |
Closeout Date | 01/03/2019 |
Work Description | SR-4 FREEWAY EXTENSION |
Location Description | IN SAN JOAQUIN COUNTY |
QA Service Level | 1 (Verified on 03/25/2013) |
Sample Information
Sample Taken Date | 08/19/2014 | Sample Unique Key | 1 |
---|---|---|---|
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 | 08/22/2014 |
Sample type | Quality Control | A brief description of the sample | cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Other |
First name of sampler or witnessed by | SIMON | Last name of sampler or witnessed by | SAMPLER |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | CL140994 | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | KJFFJHFSDJF | 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 | 0000000000 |
---|---|---|---|
The truck number from where the sample was collected | 00000000000000 | The batch plant ticket number from where the sample was collected | 0000000000 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | 000000000000000 | |
A detailed description of where the material sample was collected | FEILD | 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: 2014-08-19-1
DIME Test ID: 2014-08-19-1-1
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: 2014-09-16
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: 09/16/2014
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: 162081 lb
Maximum load on cylinder 2: 164567 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: 28 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: 5713.1 psi
Compressive strength of cylinder 2: 5800.7 psi
Compressive strength (to nearest 10 psi): 5760 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2014 ✔