Summary for Test 2015-09-02-9-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209680 DEA: 07295504 EFIS: 0713000014 |
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DIST-CO-RTE-PM | 07-LA-101-1.8/8.4 |
Award Date | 09/15/2014 |
Closeout Date | 06/22/2017 |
Work Description | REPLACE PCC PAVEMENT AND COLD PLANE AND OVERLAY. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM BEAUDRY AVENUE UNDERCROSSING TO 0.4 MILE NORTH OF PILGRIMAGE OVERCROSSING |
QA Service Level | 1 (Verified on 08/01/2014) |
Sample Information
Sample Taken Date | 09/02/2015 | Sample Unique Key | 9 |
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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 | 09/04/2015 |
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 | MARC | Last name of sampler or witnessed by | TALAVERA |
Title of sampler | CALTRANS METS QA INSPECTOR | Telephone number of sampler | 562 449 800 |
Laboratory sample identification | 914-01 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | L86 PCPH 001 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | REPLACE PCC PAVEMENT COLD PLANE |
Structure name | BED B2C FORM 11 |
Material Information
Material Type | Concrete | The concrete mix design number | RRM 14062 |
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The truck number from where the sample was collected | 14 | The batch plant ticket number from where the sample was collected | 1138155 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | TRUCK MIXER | 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: 2015-09-02-9
DIME Test ID: 2015-09-02-9-1
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: 2015-09-16
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: 09/16/2015
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: 152960 lb
Maximum load on cylinder 2: 156490 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: 14 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: 5374.6 psi
Compressive strength of cylinder 2: 5498.6 psi
Compressive strength (to nearest 10 psi): 5440 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2015 ✔