Summary for Test 2017-08-01-11-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211238 DEA: 080R4404 EFIS: 0812000093 |
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DIST-CO-RTE-PM | 08-SBD-15-R23.0/R36.2 |
Award Date | 06/29/2016 |
Closeout Date | 08/08/2018 |
Work Description | INSTALL VEGETATION CONTROL UNDERNEATH EXISTING METAL BEAM GUARD RAIL |
Location Description | INSTALL VEGETATION CONTROL UNDERNEATH EXISTING METAL BEAM GUARD RAIL |
QA Service Level | 1 (Verified on 09/21/2016) |
Sample Information
Sample Taken Date | 08/01/2017 | Sample Unique Key | 11 |
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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 | 08/03/2017 |
Sample type | Quality Control | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | JOSE | Last name of sampler or witnessed by | DIAZ |
Title of sampler | TET | Telephone number of sampler | Unknown |
Laboratory sample identification | 964-01 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 001 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | RT SHOULDER |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | NP |
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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. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-08-01-11
DIME Test ID: 2017-08-01-11-1
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: 2017-08-29
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 08/29/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 5.99 in
Maximum load on cylinder 1: 36490 lb
Maximum load on cylinder 2: 36400 lb
Maximum load on cylinder 3: 35760 lb
Maximum load on cylinder 4: 35060 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 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
Correction factor for cylinder 4: no data
Age of specimen: 28 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
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.18 in^2
Compressive strength of cylinder 1: 1282.2 psi
Compressive strength of cylinder 2: 1279.0 psi
Compressive strength of cylinder 3: 1264.9 psi
Compressive strength of cylinder 4: 1244.1 psi
Compressive strength (to nearest 10 psi): 1270 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/29/2017 ✔