Summary for Test 2016-02-01-3-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 2347 DEA: 044A07U4 EFIS: 0400020643 COOP: 042443 |
---|---|
DIST-CO-RTE-PM | 04-ALA-580-R4.7/R8.2 |
Award Date | 06/18/2012 |
Closeout Date | 01/03/2018 |
Work Description | CONST TRUCK CLIMBING LANE, RET. WALLS, AND REHAB TRAVELED WAY. |
Location Description | ALAMEDA COUNTY IN AND NEAR LIVERMORE FROM 1.0 MILE EAST OF NORTH FLYNN ROAD TO GREENVILLE ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 07/31/2012) |
Sample Information
Sample Taken Date | 02/01/2016 | Sample Unique Key | 3 |
---|---|---|---|
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 | 02/03/2016 |
Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 2 concrete cylinder | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Wein | Last name of sampler or witnessed by | D |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | 207346 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | ctc2 |
---|---|---|---|
The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | na |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | field | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-02-01-3
DIME Test ID: 2016-02-01-3-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-02-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM TTO
Date of test: 02/29/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 144003 lb
Maximum load on cylinder 2: 137397 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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 5144.8 psi
Compressive strength of cylinder 2: 4891.3 psi
Compressive strength (to nearest 10 psi): 5020 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 2/29/2016 ✔