Summary for Test 2015-08-18-2-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210484 DEA: 080R8114 EFIS: 0815000105 |
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DIST-CO-RTE-PM | 08-RIV-215-R15.0 |
Award Date | 06/16/2015 |
Closeout Date | 12/07/2015 |
Work Description | INSTALL A WEIGH-IN-MOTION (WIM) SYSTEM |
Location Description | RIVERSIDE COUNTY NEAR MURRIETA AT 0.5 MILE NORTH OF KELLER ROAD. |
QA Service Level | 1 (Verified on 07/21/2015) |
Sample Information
Sample Taken Date | 08/18/2015 | Sample Unique Key | 2 |
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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 | 08/24/2015 |
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 | BRIAN | Last name of sampler or witnessed by | TEH |
Title of sampler | TE | Telephone number of sampler | Unknown |
Laboratory sample identification | 919-1 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | WIM ON 215 BESIDE SCOTT RD |
Structure name | I215 LANE 3 PM 15 LCBRS |
Material Information
Material Type | Concrete | The concrete mix design number | V30LCBRS |
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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 | NP |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | TRUCK | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-08-18-2
DIME Test ID: 2015-08-18-2-1
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: 2015-08-25
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: 08/25/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 35260 lb
Maximum load on cylinder 2: 35910 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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 1255.3 psi
Compressive strength of cylinder 2: 1278.4 psi
Compressive strength (to nearest 10 psi): 1270 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/25/2015 ✔