Test 2017-11-02-1-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211616
DEA: 050G0404
EFIS: 0500020020
DIST-CO-RTE-PM05-SLO,MON-101-63.2/R69.3,R0.0/R1.9
Work DescriptionROADWAY REHABILITATION AND BRIDGE CONSTRUCTION.
Location DescriptionSAN LUIS OBISPO AND MONTERY COUNTIES NEAR PASO ROBLES FROM 0.5 MILE SOUTH OF SAN MARCOS CREEK BRIDGE TO 0.2 MILE SOUTH OF BRADLEY ROAD OVERCROSSING
Sample Information
Sample Taken Date11/2/2017 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeVerification A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes3.58CY in Girder G22 From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerCT METS QA INSPECTOR Laboratory sample identification
The fabricator/manufacturer/facility nameOLDCASTLE PRECAST PERRIS Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierBr No 49 0164L
Structure nameN San Miguel UC Widen
Material Information
Material TypeConcrete The concrete mix design numberUV-273
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collected56989
Concrete batch plantOnsite The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCasting Bed A2 Where the material sample would have been placed if not sampledCasting Bed A2 Girder G22
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2017-11-02-1
DIME Test ID: 2017-11-02-1-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-11-09
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: 11/09/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 228290 lb
Maximum load on cylinder 2: 228680 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 28.27 in^2
Compressive strength of cylinder 1: 8046.9 psi
Compressive strength of cylinder 2: 8089.1 psi
Compressive strength (to nearest 10 psi):8070 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 11/09/2017