Summary for Test 2014-07-09-10309354-4
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209175 DEA: 030F2204 EFIS: 0300000072 |
---|---|
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 | 07/09/2014 | Sample Unique Key | 10309354 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
Sample type | Verification | A brief description of the sample | Concrete in wheelbarrow |
The quantity of what the sample constitutes | Concrete in wheelbarrow | From where was the sample collected | Other |
First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Franklin |
Title of sampler | ASR | Telephone number of sampler | (916) 880-8535 |
Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 25-0042 | |
Structure name | Sly Park Rd UC |
Material Information
Material Type | Concrete | The concrete mix design number | SF718AFST0 |
---|---|---|---|
The truck number from where the sample was collected | 47 | The batch plant ticket number from where the sample was collected | 1045890 |
Concrete batch plant | 1B | The fabricator/manufacturer designation for the sample | Not set |
A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow | Where the material sample would have been placed if not sampled | Stage 1 Abutment 2 Retaining Wall |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2014-07-09-10309354
DIME Test ID: 2014-07-09-10309354-4
Testing Lab: CT D03 - Sacramento Sanders Structures Construction Field Office
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-08-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 08/06/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 143275 lb
Maximum load on cylinder 2: 144206 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: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5034.3 psi
Compressive strength of cylinder 2: 5083.0 psi
Compressive strength (to nearest 10 psi): 5060 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/11/2014 ✔