Summary for Test 2016-04-18-5-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209511 DEA: 080Q7403 EFIS: 0800020456 |
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DIST-CO-RTE-PM | 08-SBD-15-15.4/30.8 |
Award Date | 10/29/2013 |
Closeout Date | Not set |
Work Description | Design Build project provides pavement rehabilitation (including ramps) on I-15 near Cajon Pass, CA. |
Location Description | On I-15 from 0.4 mile north of Kenwood Avenue to 0.3 mile south of West Hesperia OH |
QA Service Level | 1 (Verified on 04/03/2014) |
Sample Information
Sample Taken Date | 04/18/2016 | Sample Unique Key | 5 |
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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 | 04/21/2016 |
Sample type | Quality Assurance | A brief description of the sample | 6 x 12 LCB Cylinders |
The quantity of what the sample constitutes | 3 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Shrestha |
Title of sampler | Consultant QA | Telephone number of sampler | Unknown |
Laboratory sample identification | 878-C29 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | GL THROOP | Transportation Laboratory (TL) Number | C29 |
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 | 2016-LCBRS3 |
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The truck number from where the sample was collected | NOT PROVIDED | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | NOT PROVIDED | Where the material sample would have been placed if not sampled | NOT PROVIDED |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-04-18-5
DIME Test ID: 2016-04-18-5-1
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: 2016-04-22
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 04/22/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.96 in
Average diameter of cylinder 3: 5.96 in
Maximum load on cylinder 1: 74070 lb
Maximum load on cylinder 2: 71680 lb
Maximum load on cylinder 3: 73540 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: no data
Age of specimen: 4 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Cross sectional area of cylinder 3: 27.9 in^2
Compressive strength of cylinder 1: 2654.8 psi
Compressive strength of cylinder 2: 2569.2 psi
Compressive strength of cylinder 3: 2635.8 psi
Compressive strength (to nearest 10 psi): 2620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/22/2016 ✔