Summary for Test 2014-09-17-7-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209175 DEA: 030F2204 EFIS: 0300000072 |
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DIST-CO-RTE-PM | 03-ED-50-R30.7/R31.7 |
Award Date | 02/25/2014 |
Closeout Date | 07/30/2015 |
Work Description | REPLACE BRIDGE. |
Location Description | SLY PARK UNDERCROSSING |
QA Service Level | 1 (Verified on 11/01/2013) |
Sample Information
Sample Taken Date | 09/17/2014 | Sample Unique Key | 7 |
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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 | 09/17/2014 |
Sample type | Quality Control | A brief description of the sample | Stage 2 Abutment 1 |
The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Source |
First name of sampler or witnessed by | Andrew | Last name of sampler or witnessed by | Santos |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | 0 |
The fabricator/manufacturer/facility name | Folsom Ready Mix | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | SF718AFSTO |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 1049762 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Folsom Ready Mix Stockpile | 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: 2014-09-17-7
DIME Test ID: 2014-09-17-7-2
Testing Lab: Viking Construction Company, Incorporated - Rancho Cordova
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-11-14
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Andrew Santos
Date of test: 10/15/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.02 in
Average diameter of cylinder 4: 6.01 in
Maximum load on cylinder 1: 132990 lb
Maximum load on cylinder 2: 145840 lb
Maximum load on cylinder 3: 139590 lb
Maximum load on cylinder 4: 141890 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 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
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Compressive strength (to nearest 10 psi): 4950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/14/2014 ✔