Summary for Test 2017-05-24-8-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211070 DEA: 080Q3004 EFIS: 0800020191 |
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DIST-CO-RTE-PM | 08-SBD-138-R17.1/R19.2 |
Award Date | 04/18/2016 |
Closeout Date | 09/28/2020 |
Work Description | REALIGN SECTION OF STATE ROUTE 138 |
Location Description | Near Hesperia from 1.9 mi East of Route 15 to 0.1 mi West of Summit Post Office Road to realign sections of State Route 138 |
QA Service Level | 1 (Verified on 04/27/2016) |
Sample Information
Sample Taken Date | 05/24/2017 | Sample Unique Key | 8 |
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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 | 05/31/2017 |
Sample type | Quality Control | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | EDDY | Last name of sampler or witnessed by | SCOTT |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 955-524 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 20170524 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 87 28 TO 88 73 |
Structure name | HOG RANCH CREEK ABUT 1 AND 2 FOTTINGS |
Material Information
Material Type | Concrete | The concrete mix design number | SC675B38 |
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The truck number from where the sample was collected | 1696 | The batch plant ticket number from where the sample was collected | 2703867 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | CHUTE | 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: 2017-05-24-8
DIME Test ID: 2017-05-24-8-1
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: 2017-06-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 06/21/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 161410 lb
Maximum load on cylinder 2: 159810 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5671.5 psi
Compressive strength of cylinder 2: 5615.2 psi
Compressive strength (to nearest 10 psi): 5640 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/21/2017 ✔