Test 2021-08-04-1-5 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 215359
DEA: 081K1904
EFIS: 0818000207
DIST-CO-RTE-PM08-SBD-15-16.1/169.4
Work DescriptionREMOVE, PREPARE AND FURNISH POLYESTER CONC OVERLAY & BRIDGE DECK.
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT VARIOUS LOCATIONS FROM CAJON CREEK TO MICRO DITCH.
Sample Information
Sample Taken Date8/4/2021 Sample Unique Key1
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 testing8/4/2021
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byDavid Last name of sampler or witnessed byBonar
Title of samplerASR Laboratory sample identification1030-84
The fabricator/manufacturer/facility nameHolliday Transportation Laboratory (TL) Number1003-84
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberNA
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collected84
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSITE Where the material sample would have been placed if not sampledRoy Rogers Drive OC
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-08-04-1
DIME Test ID: 2021-08-04-1-5
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-09-01
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: 08/11/2021
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 133945 lb
Maximum load on cylinder 2: 133980 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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: 1
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4753.2 psi
Compressive strength of cylinder 2: 4739.3 psi
Compressive strength (to nearest 10 psi):4750 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/01/2021