Summary for Test 2015-10-13-15-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209985 DEA: 042G8704 EFIS: 0400021257 |
---|---|
DIST-CO-RTE-PM | 04-MRN-1-R1.4 |
Award Date | 01/16/2015 |
Closeout Date | 05/26/2016 |
Work Description | CONSTRUCT SOIL NAIL WALL, ADDITIONAL SHOULDER, AND GUARDRAIL. |
Location Description | MARIN COUNTY IN MILL VALLEY AT 0.03 MILE EAST OF ASH STREET |
QA Service Level | 1 (Verified on 02/03/2015) |
Sample Information
Sample Taken Date | 10/13/2015 | Sample Unique Key | 15 |
---|---|---|---|
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 | 01/12/2016 |
Sample type | Verification | A brief description of the sample | concrete cylinder |
The quantity of what the sample constitutes | 2 concrete cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Rob | Last name of sampler or witnessed by | Gunn |
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 | 054601 |
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 | 4100A |
---|---|---|---|
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: 2015-10-13-15
DIME Test ID: 2015-10-13-15-1
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: 2016-01-14
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 TTO
Date of test: 01/14/2016
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: 160366 lb
Maximum load on cylinder 2: 164462 lb
Type of fracture pattern of cylinder 1: 1
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
Correction factor for cylinder 2: no data
Age of specimen: 93 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: 5729.4 psi
Compressive strength of cylinder 2: 5854.8 psi
Compressive strength (to nearest 10 psi): 5790 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 1/14/2016 ✔