Summary for Test 2018-04-20-4-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 212688 DEA: 080Q8904 EFIS: 0800020582 |
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DIST-CO-RTE-PM | 08-RIV,SBD-10,215,111-Var |
Award Date | 11/17/2017 |
Closeout Date | 06/23/2021 |
Work Description | BRIDGE REHABILITATION |
Location Description | RIVERSIDE AND SAN BERNARDINO COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 02/28/2018) |
Sample Information
Sample Taken Date | 04/20/2018 | Sample Unique Key | 4 |
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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 | 04/20/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
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 | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 980-24 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | 20180424 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | ETIWANDA SAN DERAINE FCC |
Material Information
Material Type | Concrete | The concrete mix design number | YOCSSC3 |
---|---|---|---|
The truck number from where the sample was collected | NP | The batch plant ticket number from where the sample was collected | NP |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | PLANT |
A detailed description of where the material sample was collected | TRUCK 1 | Where the material sample would have been placed if not sampled | SUPPORT SLAB |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-04-20-4
DIME Test ID: 2018-04-20-4-1
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: 2018-05-30
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: ALI R.
Date of test: 04/27/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 183520 lb
Maximum load on cylinder 2: 184680 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: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 6491.7 psi
Compressive strength of cylinder 2: 6532.7 psi
Compressive strength (to nearest 10 psi): 6510 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/23/2018 ✔