Summary for Test 2016-02-10-5-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209795 DEA: 08383504 EFIS: 0800000638 |
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DIST-CO-RTE-PM | 08-RIV-74-63.0 |
Award Date | 10/10/2014 |
Closeout Date | 08/29/2017 |
Work Description | REPLACE HURKEY CREEK BRIDGE |
Location Description | RIVERSIDE COUNTY NEAR IDYLLWILD AT HURKEY CREEK BRIDGE |
QA Service Level | 1 (Verified on 09/12/2014) |
Sample Information
Sample Taken Date | 02/10/2016 | Sample Unique Key | 5 |
---|---|---|---|
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 | 02/12/2016 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders 6 x 12 |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Arnel | Last name of sampler or witnessed by | Vega |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 915-5E | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | A1B2C3D4E5 |
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 | RRM 09014 |
---|---|---|---|
The truck number from where the sample was collected | 1586 | The batch plant ticket number from where the sample was collected | 1217098 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | BACK OF THE TRUCK | Where the material sample would have been placed if not sampled | NW RETAINING WALL STEM |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-02-10-5
DIME Test ID: 2016-02-10-5-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-03-09
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 03/09/2016
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: 127050 lb
Maximum load on cylinder 2: 136210 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4478.3 psi
Compressive strength of cylinder 2: 4801.2 psi
Compressive strength (to nearest 10 psi): 4640 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/9/2016 ✔