Summary for Test 2015-12-10-5-1
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 | 12/10/2015 | 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 | 12/15/2015 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Joseph | Last name of sampler or witnessed by | Ataei |
Title of sampler | CONSULTANT TECH | Telephone number of sampler | Unknown |
Laboratory sample identification | 878-C22 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | GL THROOP | Transportation Laboratory (TL) Number | Unknown |
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 | 2015-LCBRS3 |
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The truck number from where the sample was collected | 68 | The batch plant ticket number from where the sample was collected | 10 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Plant |
A detailed description of where the material sample was collected | Back of Concrete Truck Load 10 | 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: 2015-12-10-5
DIME Test ID: 2015-12-10-5-1
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: 2015-12-17
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: 12/17/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 91140 lb
Maximum load on cylinder 2: 93300 lb
Type of fracture pattern of cylinder 1: 3
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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3212.5 psi
Compressive strength of cylinder 2: 3288.7 psi
Compressive strength (to nearest 10 psi): 3250 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/17/2015 ✔